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WS-12-1688Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178329 Permit Number: WS -9 -12 -1688 Scheduled Inspection Date: October 01, 2012 Inspector: Bruhn, Norman Permit Type: Windows /Shutters Inspection Type: Final Owner: FISHER, DIANNE Work Classification: Window /Door Replacement Job Address: 1250 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: SUBKO CONSTRUCTION COMPANY INC Phone Number Parcel Number 1132060144070 Phone: (954)328 -6908 Building Department Comments NEW IMPACT WINDOWS 17 AND DOORS 8 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 28, 2012 For Inspections please call: (305)762 -4949 Page 15 of 36 �BiJII.DING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RECEIVED FBC2O Permit No. �f� // Master Permit No._ ROOD JOB ADDRESS: /r/ 6— 9 £— 5 ,-- City: Miami Shores County: — �► iami�� zip: Folio/Parcej# Is the BOldjug Histo Designated: Yes NO Rood Zone:, �'11tER• Name ZFee 5irap Titleholdr J: s aat� i(i 51. Sck ✓ phi Co 1 3 � 3 Address: 11—C-0 A! S 4^ 5 ! City: A I a wt 5 .are % State: Tenant/Lessee Name: Email: ___411. al. -C.' Sct.e+i" t% cj rn a . I . C..t► m Phone#:, ZiP: � CONTRACTOR: Company Name: 5:r C roc £C 7 ) a Phone* Address: 4.e 9 ,SW 721 f! 1, City: A96.4 of'4, -iv State: Qualifier Name: .,7i, ti xi Phone State Certification or Registration #: !fig d os-O 9 0 Certificate of Competency Phone#: 96V— 39e- f 90 PAY+ Email Address: DESIGNER: Architect/Engineer: )'hone#: Value of Work for this Permit: $ ��o ,MCP 0 1® Square/Linear Footage of Work: Type of Work ClAddition OAlteration QNew ORepair/ReP ' " ODemolition Description of Work: /Pei/A , c c.. e xf j / , 1 1 Color thru tile: ********** * * * * * * * * * * * ** * * * **M *** * **** * *pets **t # * * ***** * * ** * * *** **• **** ** *** **** **** * ** Submittal Fee $ Permit Fee $ o i�. CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) (i a Bonding Company's Address nib City State Zip Mortgage Lender's Name (if applicable) Al A Mortgage Lender's Address I!. A City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or'installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS,- ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU R PAYING TWICE ; FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND •TO' OBTAIN FINANCING, CONSULT WITH : YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged d t Signature Owner or Agent The foregoing instrument was acknowledged before me this �3 day of Art ,20,Lby 491 .4h1IIe, , ho is personally known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commissio * * * * * * * * * * ** Notary Public State of Florida Lillian L Subko My Commission EE032571 Expires 11/02/2014 APPROVED BY Signature Contractor The foreg g instrument was acknowledged before me thi day of AvgO.- ,20a, by who is personally known to me or who has produced as identification and who did take an oath NOTARY PUBLIC: Sign`_—�l� ' •' Prim - ( tD MyCo11tf41r8 0`,1°1"°44. ` ei lEt 68 WHIM AN 44.4 . a oe and Atld1 ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009XRevised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDS) COPY MUST BE POSTED ON THE JOB WERT TIME OF FIR,ST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: TAXAgly0 NO. THE UNDERSIGNED hereby gives nOticethat ImptOvernents will be made to certain tow proPerty,and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Nat'l:** of Commencement. 1111 111111111111111111111111111111 CFH 2012R0624148 OR Bk 28255 Ps 4080; (1) RECORDED 09/04/2012 13:3$:44 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE COUNTY FLORIDA LAST PAGE Space above reserved tor use Of recording office 1. Legal description of property and street/address: 6-12 A/ s'r 441-4, 2. Description of improvement Id/ Owner(s) name nerne. and address : 4/4 f e, Interest In property: ; Name and address of fee simple titleholder: 4. Contractor's narri9, address and phone number 49/99 tor./ d, 67i./ Zi 5. Surety: (Payment bond required by owner from contraCtor, if any) Name, address and phone ber Amount of bond $ Ar Lender's name and address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section .-713.13(1)(a)7., Florida StatuteS, Name, address and phone number: 8. In additIon-to himself, Owners designates the fotkAvIng person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number 4/124 9. Expiration date of this Notice of Commencement : . . (the expfration date Is 1 year from the date of recording ialesS a diffeient date IsSfetafled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION. OF THE NOTICE OF comnieNdEiviENTMe CONSIDERED _ IMPROPER PAYMENTS UNDER CHAPTER 71.4, PART L- SECTION 71111 FLORIDA STATOTE6, ,AND CAN RESULT IN'YolillPAYIND *TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSY BE RECORDED AND POSTED ON THE JOSSITE'BEFORE THE OR RECORDING YOUR NOTICE OF COMMENCEMENT. FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YQUR LENDER OR AN A1TORNEY BEFORECOMMENCING WORK _ . Signature(s) of Owner(s) or Owner(trAuthonzed Officer/Director/Partner/Manager - Prepared By Prepared By e Print Name pieezi Aie( riSC Print Nam o e #114-. c".c..4.-- Pero Title/Office Title/Office, 1109 STATE OF FLORIDA counrri, OF MIAMI-DADE The foregoing instrument Was ackriowledged before me this a day of ,seqiCAS" By AO 4, /SCA 7Cer, glOvidusiO, or p as for WPersonallY known, or (:) type of Identification: 'Sighatifte.ei Notary kb lic: Print Name: (SEAL) 4i-Mr..111121ProrAF(4/""F' .474111111‘ Ir 911, JA;.. 10k ; _Ti..1111 • 1. ,/ .4.- • ; ' t Under 'Periattles' Of piedUry, [declare that 1 have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signature(s) of owner(slor Ownertsys Authorized Officer/Director/Par tner/Manager who signed above: By = Notary Public State of Florida Lillian L Subko My Commission EE032571 Expires 11/02/2014 123.01-52 By STATE OF FLORIDA, COUNTY OF DADE t HEREBY CERTIFY that the icszc,912,,,t3 is a Vila aft,o, mina cup' ot tfts original on lika gice `i AD 20 /&. HARVEY RUVIN, Clerk of Circuit nd Cour:f Coutt, r DerAnly Cleat DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: APPROVED This NOA is being issued under the appli'r +1 true materials. The documentation submitted h Product Control Section to be used in Mi Having Jurisdiction (AHJ). This NOA shall not be valid after the expire Section (In Miami—Dade County) and/or the to have this product or material tested for L perform in the accepted manner, the manufacturer will incur expense - sucItestingiu d the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requ 'building code. This product is approved as described herein, and has th the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S11700" Aluminum Single APPROVAL DOCUMENT: Drawing No.. 4040 -20, through 11 of 11, dated 09/01/2005, with revision "D" and sealed by Anthony Lynn Miller, P. E., bearing the with the Notice of Acceptance number and Expiration Section. IV.EISS1LF IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade County Product Control Approved. Shutters Or Protection Devises shall be required for GIazing Option "MA at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, city, state, model/ series and following statement: " Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the ,Ifith sitelld the request of the Building Official. This NOA revises NOA, No. 11-0405.10 and a otlg, page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above, �� °�� The submitted documentation was reviewed,�by+ .i ijri D MIAMI -DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26'" Street, Room 208 Miami, Florida 33175 -2474 T ( � -..: ' E F (786) 315 -2599 Miami Shores Village BY D Eii of construction Miami —Dade County PERA— a o ; y the Authority *MA A -st` `' ' = +w. iamtii I County Product Control AHJ (in areas + er an =wily) erve the right r t ks; fp0rposemlrlfRthic qdwg or Material fails to • indow, Impact", sheets 1 by manufacturer, signed et Control Revision stamp e County Product Control 64Nr. Con - • • 467 NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 • EOF / f � ilvo i t ' 1`,``�� PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on :1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on :1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sin _ e hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTIr -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322. 06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4645, dated 08/11105, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No07- 0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted tinder previous NOA No. 05-1018.01) E -1 JameD.Gas P. E. Product Control Section Supervisor NOA No. 11-101334 Expiration Date: March 26,2016 Approval Date: November 03,2011 FGT Industries NOTICE OF AVCEPTAN +: EVIDENCE SUBMITTED B. TESTS (CONTINUED) D) 3) Test reports on :1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F`I'L -4947 and FTL- 4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL -4646, dated 08/10105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Sallex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. E -2 Jaime D. Gasco1, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement Letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FM-4958, I111,5063, FTL-4645, FTL-4649, F` L74723, FTL -4947, FTL- -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05 -- 1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH 700 Aluminum Single Hung Window -- L.A+1.I, ", approved on 04/21/2011 and expiring on 03/23/2016. E -3 Jaime D. Gase n, 1'. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/10" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1(8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) UTE OF 3116" ANNEALED GLASS AND (1) UTE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13116" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER A H. 13118" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED-GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18" LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/18" LAMI 10: (1) LITE OF 10 TEMPERED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) UTE OF 3118" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI 161: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, ®M. 13116" LAMI 1G: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 8116" LAN CONSISTING OF (2) LITES OF 1(8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW CR HIGH SILL OPTION) g. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. 3, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Al. REFERENCES: TEST REPORTS FTL -4645, FTL -4646, FTL- 4847, FTL- 4848, Fri -4849, FTL -4850, FTL- 4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. SERIES /MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ALI HURRICANE ZONE (HVHZ). gold Op .R. Roz *p F.K tan,Byt F/c X7/11 i7eEa 04/01/1! " imams Data WIN Rrdskag D 2010 FRO UPDATE wags O B theakeditc J.J CHANGED OAP GLASS TYPE TO TEMPERED FROM HS CHANGE NOTES 3 tl T. ADD NOTE & ADD GLASS TYPE M TO NOTE 1, GLAZING OPTIONS ua&ro7 1074 TECHNOLOGY DRIVE NCKOMI8, FL 34278 P0. BQX 1528 NOKOMIS, FL s9Er4 t7�rb(yBetter Dascelaa GENERAL NOTES tes ALUM. SINGLE HUNG WINDOW, IMPACT NTS 1 of 11 4040-20 eidisMit NOA DRAWING MAP SHEET GENERAL NOTES... ....... 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS... 4 VERT. SECTIONS 5 HORIZ. SECTIONS5 PARTS UST 8 EXTRUSIONS...„ .... ..... 7 CORNER DETAIL. 7 ANCHORAGE 8-11 PRODUCT RBYZSBD es y..og with the P10 W0- Budding Aocw, ccNoo . ,. , Do = `'I»3.i' A / �'' p9 D : Pr, • uat ntro J Cfl,81 or 82 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER ..._,M 118" ANNEALED OR HEAT STRENGTHENED GLASS 8/18" NOM. 5/16" LAMINATED GLASS 1120 NOM. GLASS BITE 83,84 or 85 A 6,87,88 or 9}-- i . Rime* 70107/11 J.R. X1111 R if FJG 11113/08 move" tats F.K. 8/1 V5 .w. 1 1/2" NOM. GLASS BITE 1 112" NOM. GLASS BITE 1 NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER _....ft 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS JL r 1' - •-119" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18" LAMINATED AIR SPACE —+- 4 1/8" ANNEALED OR TEMPERED GLASS & 13/18° NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI linfabrug D c i 1/2" NOM. GLASS BITE 1 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS& 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI NO CHANGES7UISBHEET OHANGEDCAP GLASS NPR TO TEMPERED FROM HS 8 ADD ITEM92 TV8/ 18 LAIN LG. GLASS (A,A,A)A LAW IG NOTE * �7 ,°'°N °` P.O. 89X 182@ eIOKOMG, FL34274 VWb/y Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT ilakabiot Sato Ofilatels, Ras Full 2 a 11 4040.20 D PRODUCT REVISED Building with the I+lacida Acceptance NO y�yy�tttl)Iit,h�' \\‘ki NN M /(l i /, t ,� 5 •k : lye. 58 0 ,,O,c FLOS�yo.:� '' //, S510NPV try', A. L1/I4 JMILL I; P.E. FL P.E.# 68706 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION A TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 66" 88" 70" 72° 74" 78" 48" AMP +804 49.0 +80.0 40.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 .80.0 +80.0 400 60" A,0,M +80.0 - 80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +50.0 40.0 +50.0 -80.0 +76.0 -79.0 82" A,8,M +80.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +78.8 -78.8 +77.3 77.8 +75.0 •98.0 83118" A,8,M +80.0 40.0 +80.0 40.0 +79.6 7 @.6 +78.2 -78.2 +759 -76.9 +78,4 75.4 04.0 •74.0 OP 10 531/8" C,D,E,F,0,H,I,J, L +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 _.+80.0 +70.0 -80.0 +80.0 -80.0 +50.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW ©LASS TYPO FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION A TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT mot 38 3/8" 44" 8a 8/8" 63" 72° 74" 78" 48" A,O,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 40.0 +70.0 -70.0 +70.0 70.0 +700 -70.0. 500 A,b.M +80.0 -80.0 +80.0 -80,0 +80.0 40.0 +79.9 79.9 +70.0 -10.0 +70.0 70.0 +70.0 40.0 62" A,3.M +50.0 - 80.0 +80.•0 -80.0 +80.0 40.0 +78.9 -76.0 +70.0 40.0 +68.8 .68.8 +67.3 -67.8 831/8" A,0,M +80.0 40.0 +80.0 40.0 +80.0 .80.0 +76.0 48.0 +880 48.0 +587 •68.7 +85.5 '65.5 UP TO 83118" C.D,E,P,G,H,W,K,L +80.0 40.0 +80.0 40.0 +80.0 -80.0 +80.0 40.0 +70.0 -70.0 +70.0 70.0 +70.0 40.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS WI HIGH SILL OPTION& BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT PAX. WINDOW HT. W/ BASH • 78° FLANGED AND 76" INTEGRAI. FIN) WIDTH GLASS TYPE 171/8" 2311118" 28 3118" 33 3/4" 39 8116" 4413/18" 50 318" +80.0 ] 480.0 I +60.0 J -80.0 , +80.0 140.0 I +80.0 I •80.01 +70.0 70.01 +70.0 j 70.0 +70.0 I -70.0 +70.0 I 70.0 TABLE 3 63 1/8" . D,E,F,J,K,L. 6518116" GLASS TYPES! Tit SEMIS TABLE 4. A. 6116° LAMI - (1/8"A,.090,1/8 "A) FTL•4647, 4845, 4723.4867 0.6118" LAMI- (1t8"A,.090.1/8°HS) FTL- 464714846 C. 5/16" LAMI - (118"HS,.090,1 /8 °HS) F11.- 4641, 4848 D. 7/16° LAMI • (3/16"A,.090. 3/16"A) F1L -4648, 4885 E. 7/16" LAMI • (3118"4,.090, 3118 118) F1L -4645 F. 7116" LAMI - (3/16"H$,.090, 3/16118) FTL•4848 0. 13/16" LAMI 10.1 /8" T, AIIt SPACE, 6/18" LAMI - (118"A,.090,1/8"A) FTL -4846, 4723 1,13/16" LAMI 10.1/8" T, AIR SPACE, 6/16" LAMS • (116'A,.090,1/WHS) FTL •4646 L. 13116" LAMI 10.118" 1, AIR SPACE, 5/18" LAMI. 1/8"HS,.090,1/8 "HS) F7L -4846 J. 13/16" LAMI 10 - 1/8" T, AIR SPACE, 7/16" LAM- (3/16"A,.090, 9/16 "A) FTL- 4849, 4850 K. 13116" LAMI IG • 118" T, AIR SPACE, 7/16" LAMI - (3/16 "A,.080, 3118 146) FTL- 4649, 4850, 4968 L. 13/16" LAMI 10.1/5" T, AIR SPACE, 7/16" LAMI • (3/16"HS,.090, 3/16"HS) FTL- 4649, 4660 M. 13/16° LAMI M .118"4, AIR SPACE, 5/18" LAMI - (1/8 "A,.090, 1 /8 "A)A rnmes W HT. MEETING RAIL MEETING RAIL i MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PEF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 126/8" MINIMUM TO 38° MAXIMUM. balk 1807 /1 f Rarkkaie C WHT. MINUS SASH HT. PRODUCT REVISED fa implying with the Florida Building Code pooepttuwetdo 0 s� NO CHANGES 7H1B*Heir J.R. 04!01114 0 CHANOEDOAPMASS TYRI 70 'TEMPERADPROM HB mom Date , TETOAS7MOI W).OZREMOYiBWYIEWWIN HT REF T FJG 11113/08 8 agi._,?! !t.,,..W., "',1: .T , iii 2,, iii th!. 1 k i,, - F.IG MOM J.J. r:' -,7 ,070 TECHNOLOGY DRIVE NOICOMIS• MVO P.0 IOU NOK0MI3, Fk84V4 EIGTDE3 GN PRESSURES ALUM. SINGLE HUNG WIND WI, IMPACT aff00 I NTS I s" 11 I 404020 rib • Ho. 661fl6 631/8" MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH SEE DLO TABLE k 75" MAX. I.F. A D .� HEIGHT SEE DLO TABLE 75" MAX I.F. HEIGHT A 78° MAX. FLANGED HEI SEE DLO TABLE (MAX.) 38 /16" MAX. SASH HEI HT A 78" MAX FLANGED HEI c HT SEE DLO TABLE SEE DLO TABLE 481/4" MAX VENT DLO (ALL) DETAIL A 1/1 0 DETAIL 75" I.F. HEIe MAX. T 7s" n FLAN HEIR HIGH SILL SASH 20" HEIGHT x / f 34 3/16" B 41 5/8" t DETAIL D VIEW (CUSTOM SASH) GED HT SEE DLO T DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. so J.J. Mem at J.R baler 1111 e O SEE DLO TABLE A 78" MAX. FLANGED HEIGHT DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 407/8" D 52 5/8" 52 11/16" E 521/4" 52 5/16° SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/18" B 27 7/16" 27 1/8" C 27 7/16" 271/8" D 183/8" 153/4" E 183/8" 153/4" TABLE 5. NO CHANGES THIS SHEET prig 04(01/11 fiatalow C NO CHANGES TINS SHEET iknogyr FJC Oft 11113/06 Dee 911105 Ammer 8 tto°daaer. J..L ADD INTEGRAL F/N(I.F.)VERSION, CHG NOTE& ADD NOTE 4. Dee2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, PL84270 10.0.940(162@ NOKOMIS, FLS4274 PFT Visibly Better ELEVATIONS ALUM SINGLE HUNG WINDOW, IMPACT s"ie.ewd,n sHTOO fatter Dirstaftta. NTS 4 d 11 4040 -20 0 PRODUCT RBVISBD as complying with the 9lodda Building Code Acceptance No %I II/ // `NS .1 LYNN 1.1!k4 ri "i oo ,* Ho, 58705 i 17 STA OF .• �C `'//SSiONA� -t A. LYtP01ILL , P.E. FL P.E.# 68705 mew f�. MAX. HEIGHT I-0-- 2.784 °-1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6° FROM EACH SIDE OF SASH. A BASED ON SASH WEIGHT 9,10,11,15,1 NOTE: BALANCE PARTS USED INSIDE INSIDE MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYUGHT OPENING 2.710° MAX. FIXED LITE DAYUGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS, INSIDE\ OUTSIDE, MAX. VENT DAYLIGHT OPENING Road Ite J.R. Roodayt F.K. HIGH SILL HEAD ALF. FRAME OUTSIDE PRODUCT REVISED as sontolying with the Florida 811.01114 Cods AcceplaaccNo 2.330° (LOW SILL) SEE NOTE ABOVE X111 Data 04101/11 11x13/08 Dar 0/1108 SECTION B-8 (LOW SILL SHOWN) R b Weed C ULTRALIFI ONLY 2.946° (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY NO CHANGES 711113 SHEET NO CHANGES THIS SHEET Radom B Ca..i.dit JAA ADDLF. SECTIONS &CONSOLJDATESAL COMPONENTS 212310T 1070 TECHNOLOGY DRIVE NOKOMIS, PL. 342111 P.O. BQX1529 NOKQMIS, FL 84274 V1slbity Berner SECTIONS SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT waited* ortn dare SH7� 5 e 11 Half 4040-20 RSX D `olIIlt. cost. i.'(NN Mt''/i��. • * ; Ho. 56745 • 'k fit 02110 W ,'A •' STAT / 7,S� /6NPL tip•N' A. LYNN 9WUIllLI�P.E. FL P.E.# 58705 1 2 3 5 DWG.# DESCRJPTlON 4002A 8 1188 40030 1828 . 400. 4025 4025 4020 FLANGE FRAME HEAD 58 X 1.000 DAD PN. $MS FLANGE FRAME SILL (LOW 81LL)' ADHESIVE OPEN CELR. FOAM PAD 0LANGE FRAM JAN3 sABH 13701, 812226 SASH STOP (EGRESS) 1.128 LONG 78IPQA 812228 7PA1b1628 612227 612244 10 11 12 13 16 16 17 18 19 21 23 25 26 \21 28 30 1080 108641088 10804 4683 SPIRAL BALANCE, 3/8 ", 813", OR 11/16" 0AI.A>t O C(9vEiR, 3/3" OR 6/8" 66 X.760 PH:;�I�t. SIM BALANCE F oRiA'eACKET SASH TOP GUIDE{ • 98 X 1 PHILUPSS FLAT HEAD S. 8Th BALANCE COVER, 11/18" SASH S`ICl. COVER 612244 A 6BALCVR918 42604 78XIFPAX BBALCVRe70 4029.1 SASH BRACKET 4084C 4236 1498 1016 4007 1228 31 34 4008 35 1268 1822 36 37 38 1062 1224 1226 41 4039 42 44 45 4044B 4222A 9660 118.32 X 1/2" LG, 011. FH. TYPE F S. STL FU(EI mime RAIL SASH TOP RAIL WSTP,,.1$0 x.270 SACK, FIN SEAL SWEEP LATCH 58 X.628141, K. SNIS $ASH SO'frt08A `2AIL (LOW BILL) wow. NIA VINYL SA'9H SIDE RAIL SASH PACE 0110 E (.A 1 SETTING ELOOK 3436" X21im4" X 1" LASS 10 SL ING BLOCK 1 "X3/4" X 1/1 6" VINYL G�2�y,. I BULB (THICK) VINYL &AL. BEAD hall (THIN) OWING E6Att, 6/18 LAM. GLASS. OLA 1NG 811ELAM%.N3RILJ.KIT OWING . LAM GLAZING DEAD, me. Um MAIL KIT 64063 7ULBRKT 7832X12FPFX 64054C 64006 87b1e0 71050 7888 81230 6 P249 812231 42601 71822K 71052K 5fP2`47W,K 81*24,8K 540390 844703 46 4087 47 4071A 48 4072A 49 4073A 80 40748 82 4008 63 64 56 58 67 68 108 2746 OLA21NG DEAD, 1,3A16" LA148 LO. LF. liP'AD FR,,,6��,�,, LF°. L6'WSILL fl 1E, LF. HIGH SILL FRAn1E, LP. JHNM BILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH r'EGAEBS) (1110 LL) 84222 6985 84087 84071 54070 64073 64074 A A A 784009 7EPRNG 1014 SCREEN FRIi1Vt (HOR. 8 VER.) 1830 SCREEN CORNER KEY W /RINGS 1631 SCREEN CORNER KEY WMOUT RINGS 1073 SCREEN SPRING 62740 81014 71880 71831 70ASP 59 1824 GREEN SPLINE - .135 DFA FOAM 81624K J.J. aft 1 7/11 ITEM 60 DWG.# DESCRIPTION 1836 SCREEN SPLINE - .135 bL4 - D 81 83 84 67 68 Pct 61636K SCREEN CLOTH 805 e, 4NGCHANNEL(.888XAm) 1181 98 X1.000 PH. BUGLETEK 65.4540 TAPE, .1n6 X 1/I.7 /18 LAM 4051A = H O • OM HI c SILL) 69 40$I0A FLANGE FRAME 811.4 (HIGH BILL) 70 SILICON ROW 888108 OR iQUN. 60 . A G 6/16" I, (118°A., ° 0 PV61,1/3" 81 0. GLASS, 6/18' (1/8"A.oe° PV0,1I8 8) 82 C. GLASS, 8/18" LAM, (1/8"H8 „000 PVB,1/88•8) 83 D. GLASS, 7/18” LAM, M67000 PV8,110"A) 84 E. GLASS, 7/18" LAM, (1/8"A.090 PVB,1/8'H8) 85 F. GLASS, 7/1F LAM, (1/81H8,.990 0V8,1/8118) 88 G. &LASS, 13/15" LAM * 1/9"7 AIR SPA4CE, 8/18° LAM, (1/8 "A.090 PYB,1M %) 87 H. GLASS, 13/16" LAM 10.1 /8'tiAUli SPACE,8/16" LAM, (1/6 "A.090• W,1/8 "HS) M 1. GLA$S, 13/16" LA11 10;118"7, AIR SPACE, 5/16" LAM, (1/8 8,.090 PVE,1 /8'41$) 8e J. c1LASS,13n8" LAM 10;1eT AIR SPACE, ins• 1.411, (3ne "010 Pv131,3/18 "Pt 90 K. GLASS, 13/16" LAM110;1/8' ,AI 41312ACE,1/18° IJ , (3/18 "A.090 PV9,3118 S) 01 L. LASS 18/18" LAM I0; 1/8'T &A.CE, 7/1 3/18"H8 . F'1IR3 8/18'1I 81816 8533402 708X1 020V1510 5400.1 64050 2.7 47 FRAMEI I.F. HEAD #4071A, 6083-T6 48 FRAME, I.F. LOW SILL #4072A, 6063 48 1 PRODUCT REVISED as Cade with [Hofldu Acceptance Na FRAME, I.F. JAMB ,L� 48 FRAME, I.F. HIGH SILL kU #40748, 600348 ! � #4073A, 8063.76 (USED AS RADIUS TOP HEAD) na NO ONNIGE8 THISSHEEr .LR. 041D1 1 G CHANOEO0APGLAS87YP8 r0 7EMPBE'OFROMH9 F+: _ J; [�''y`4�:• LI?: 1'.. << .. ..: .IJIi'/iT LI ,�i1.- Z.`ll` 1070' tECHNOLOGYORIVE NCKOA11118, Pl.8427$ pN01ICIYN8.1P1. 4 VINAfy Dena P 4R7S LIST ALUM. SINGLg HUNG W1N OW, IMPACT INTSI B a 11 ( 404040 A I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 1 or 47 082 2330 al /'.- I.F. FRAME 1.383 t F-2.784 2.830 ( s WELD \ ALONG SCREW BOSS {2} I _ f l I i. .082 • 6 or 50 0 FLANGE FRAME HEAD L �.:/ #4002A, 6063 -T8 I-+- -- 2.784 ----� . ' 3 FLANGE FRAME SILL (LOW) SEALANT OR GASKET 1.749 -- #40030, 6063•T6 6 or 50 2.710 —1+0—.062 i 1-4-1.513-0-1 .040 .738 i AT HEAD AND SILL VIEW E -E 082 1-- 1.4510.44 VIEW D -D {111 &VIEW HEAD & SILL, RADIUS TOP SILL} {RADIUS TOP HEAD ONLY} FRAME CORNER 7 SASH STOP COVER a SASH STOP FLANGE FRAME JAMB #4025, 6063 -T6 4 7 #4053, 6083 -T5 0 0 CONSTRUCTION #4004, 6063 -75 (USED AS RADIUS TOP HEAD) 1.185 1 .87a 1.342 2. � 7 1.3f 41 49 1.095-4- ff 2.279 --� r' • 1.979 .062 .--'--.1f GLAZING B 5/16" , 440398, 6083 -T5 �' 2155 L .062 ._L 0 SASH SIDE RAIL Q62 1'7°7 062 —t. #4008, 6063 -115 21 FIXED MEETING 23 RAIL 28 SASH OM RAIL(LOW) .050 1.096- 1"+- I nFp1Yh d Florida Building No % '' '� f tv' kV -14 4, ; . t : t :,.. Product ■ tdro1 t1t1,ttr/'�, TaAIL ® #4SHcT BBO7, oso } -► GLAZING B ,5116" .679 42 3.448 .062 #40448, 6063-75 (USED W/ GRILL KIT) + -2.328 1.088-- {•+� ---•.I 062 _ - _� ...�___... I. 2.945 2.638 GLAZING BEAD 7118" 0 .1- #4222, 6063.76 .J.�_ � •� �""� 1 � .080 �I os4 ,679 GLAZING I i"' 1 1087 BEAD, 13/16" IG \`,�� trYNN i �``�.ro'� 'z, NS i'' 1F�A �'% �• '' �c = * / t o.68706 _ *�......., • et tD loll : W- '--„04,* D. '• sumo A .. 2 •".. FLOR�Q,. CC , t• ••'` III, SioNAN,,o, A. L1/14I IILLt , P.E. FL P.E.# 58705 �I. 46 I-m- -2.784 1.115 T' .; #4067, 6063 -T5 FLANGE FRAME SILL (HIGH) SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" 8$ 68 #4050A, 6063-78 #4051A, 6063 -T5 #9850 6083 -T5 (USEDW /GRILL KIT) x J.J. 10107111 NO CHANGES THIS *Err 1470rEO►aeaoovDRIVE Name, FL 34276 Pa�x1� NOKOM FL 34124 EXTRUS/ON3 & FRAME CORNER DETAIL J.R 046'!1/11 0 NOCHANOESTHISSHEET ...... nau ALUM. SINGLE HUNG WINDOW, IMPACT I r>813 UPDATE FRAME ahlif 21 CO tAMWAYTOINCLUDEW aaxn F.1C 8/1/OS 'J.,L m 7123107 Visibly Bear SH?� ( Hal �7 M 11 m tet& = 404040 � ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE b. SUBSTRATE:.` WINDOW HEIGHT 28.843 34.803 40.603 48.603 52.803 58:803 64.603 76.000 `� 2 CONC CONC M 2 CONC 1 CONC " � $� 2 CONC 1 CONC M 0 2 CONC r � 23 WOOD 2 CONC 1I1 1 CONC 2 CONC 1 CONC 3 WDOD 2 CONC 1 CONC WINDOW W WIDTH GLASS TYPE 19.125 C,D,E,F,G, I,J H,,KK,L L 1 � 212 MENEIN! �EMflf NMEMNII 1 2 n El nEi n 212 A,B,M 1111�IN 111 112 112 212 212 212 �W 21211�1111NE 24.000 H IJ,K.L H,I,J,K,L 1 ��il� 1 2 1 2 112 212 212 212 nn 212 212 L7 2 Bur 212 ABM 1 1311MININIMEMEN NM! NEEPITENTIMerlil 212 212 212 212 M ©2 ��! 32.000 C,D,E,F,G, D,E,F, 1 � 1 2 0�©2 2 212 213 213 2 �L7C1 AB,M 1 1 2 0 1 1 1 1 1 1 1 2 2 2 3�2 3 2 3 2 3 2 3Nip 2 2 3 3 37.000 C,D,E,F,G, H,I,J,K'L 1 1 2 1 2 2 2 1 2 pill 2 2 2 ©1 2 m 3 2 2 2 3 2 3 2 3 2 3 23 2 3 3 3 n 3 2 3 5© El As'-. 212179 I2 1!{J1��7IM�m: 2 rid�ll 213 213 223 2222 �MEM� 3 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 �� 2' 2 2 2 2 © 2 2 2 El 51� 'MUd ©�© 4 2 2 1 2 m 2 3 2 3� 2 3 2 4© 3 3 2 3 3 4 A,B,M 222 FM 2 EI d 2 i C1 223 223 22319EILJCii�7C�il�JO © 223 324 E]L]EM� 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 209w22232223232233 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 242333342333342334353334453445 A,B,M 2 2 © © ©��PE1 3 er�NEN E1 3 323 425 324 425 48.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 22 2321223314213313 2 2 2 2 2 2 3423343423343153133143 2 2 2 2 2 2 2 2 2 153134154834515 3 2 313 2 415 3 419 2 314 2 511 AB,M 2 la 2222 212213314213333423343423343153133435 53.125 PSF 72 C,D,E,F,G, H,I,J,K,L 2 222 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 ills 212 213 314 2,334 34233434333143 531341446344 4 6 314 518 AB,M 2 2 2 2 2 2 2 -2-1-3-35- 2 2 2 2 2 .11--1-i171. 3 2 2 3 2 3 2 ,15 2 3 2 3 2!2 2 2 2 3 212 3 4 3 213 3 4314 3 4 3 3 3.4 3 5 3 3 _2 414 4 5 313 4 5 4 8 3 4 4 5 J.J. meow FJG trey: F./G 10107/11 bawl 04/01H1 X11/18108 Dam 7/05 nalabm Polemic PrawnD c B dJ.oirden ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX 3 - 812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181!2" MAX. FROM TOP CORNERS JAMBS - 17 1/2° MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 8» MAX. BELOW MTG. RAIL A SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. L TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL NO CHANGES TH/8SHEET NO CHANGES THIS SHEET AV SeRWASELTRICTE0BYWE X277 P.O. 1070 /SICHNOLOGY DRIVES NeX0141$, PL. 342* EQX 1628 NOKOMIS, Fl. 34274 ANCHORAGE SPACING, 1/1 WINDOWS Visibb 191er ALUM. SINGLE HUNG WINDOW, IMPACT ttalsoriaft &as fume Lkasiotia 811700 Nrs 8 ' 11 4040-20 PRODUCT REVISED as complying with dui Building Coda Acceptance No 4 " 0 . • 14 Aliand i "r < Product Contra 11 i1 1 i1IJ41 NI" 1144/ t N0- 55105 a.$10,14,7! • �1 . A. LYt k1I I P.E. FL P.E.# 50706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 8. ANCHORAGE NOTES: , 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114" ELCO 884 CRETE -FLEX - 3 - #12 SCREWS 2 LOCATIONS BASED ON THE QLLOWINGIMEN810 HEAD -18112" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX BELOWMTO.RAIL SILL - ANCHORS NOT REQUIRED � STALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1" LESS. i DESIGN PRESSURE LIMITATIONS: SUBSTRATE: ANCHOR TYPE:---....., WINDOW HEIGHT 29.855 37.155 44.656 52.155 59.655 67.155 74,655 76.000 - -C' v Z'0 ? to G 9 NOs V � N ©� -2 pN zut.O - 02,zU U )" oiU Zz Pe Z(") N� �zC Op c`"Z c1 U WINDOW WIDTH GLASS TYPE 99.125 p D,E,F,G, H,I,J,K,L 1 .1 1 1T 1 1r1 1 2T2 _1 211 1 .272 1 2T2 1 211 1 2-12 1 2r2 1 2f2 1 212 _1 2j2 1 2 2 1 2T2 1 1 _1 212 1 312 _1 212 1 372 1 372 _1 2r2 1 372 212 212 A,B M 1 1 1 1 1 1 1 21r 111 1 2 2 1 1 1 212 1 2T2 1 2 1 1 2 2 _1 212 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212 271212 212 212 212 212 112 25-5-5- 312 2 2 3 a 24.000 PSF 79 G,D,E,F.G, U,J,K,L 1 1 111 1 111 1 212 1 111 1 212 1 212 1 212 1 212 1 212 1 212 1 272 1 212 1 212.312 1 1 312 1 212 9 312 1 312 1 212 1 . ... 312 1 __ 312 1 212 1 3� 2, 1 1 A,B,M 1 71171 1 1 1 1 1 Fl 1 1-11 1 1 1 1 2 2 1 112- 1 212- 1 2 2 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212111 212 312 312 , 212 312 ill 212 312 111 212 3 1 2 32.000 PSF 68 77 QD,E,F,G, H,I,J,KL 1 '771 1 1 1 1 1 1 1 21-1212-1173 1 2 1 272 1 2 1 1 1 1 212 1 313.111 1 1 3124137111- 1 1 1 3 2 1 43 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BBOO) LDINITUMDESGNPRESSUREWIT 'HE7M,IQUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 111 111 212111 212 213 313 313 312111111- ABM 1 1 1 1 1 1 5- _1 11 112212332123333323331321231341331243433243, 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 111 212 79 212 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE I8 AVAILABLE. A 37.000 ' PSF 59 67 C,D,E,F,G, H,1,41(.1- 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 -41-4- 4 1 2 111 111 111 212 212 2 2 213 212 213 313 212 3 3 3 3 3. 3 4 3 3 3 312 313 413 312 413 312 413 ABM 1 1 1 1 -1T1- 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 212 211 2 2 2 1111 2 1T3-, 313 212111 -311111 4 -3-111 312 313 413 312 411 -41 7111 2 4 3 40.000 44.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 211 2 -212- 2 21-3- 2 2 2 2 -3T1 2 3 3 2 -2-12- 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 111111 2 111 111 111 212 4 1-3 373 413' 313 313 413 414 313 413 414 A,B,M PSF 2 2 2 2 2 -21-1 2 -21 2 79 2 2 3 2 -2111 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3 1 1 1 49 1 1 1 79 1 1 1 56 2 _12 79 313 21233 413 3134133 3 313 413414 3134 34143 31-5- TABLE KEY: C,D,E,F,G, H,I,J,K,L 2 1 1 1 2 1 1 1 2 1 1 1 2 212 2 218 2 212 2 313 2 2 2 2 3 3 2 314 2 213 2 -311-4174-313 2 2 2 413 2 4 4 2 3 3 2 4 3 2 4 4 2 -3T3-711-1 2 2 4 4 _2 373 2 5 4 (DP LIMITED) PSF 117 HEAD 3 °ttODUCTREVISED with the P1oxIds A,B,M 2 11111111121222212313 2 2 2 2 2 2 2 2 2 2 2 42333 2 443343443341344334341431354 2 2 2 2 2 2 2 2 2 2 2 1115 JAMIBABOVE3133undl MTG. RAIL JAMB BELOW �- GRAIL cc complying 0 1 .. i, 14-ii)':, • ;.. . X: e0 4 n 0 '� 48.000 83.125 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 514 111 111 111 212 212 212 313 212 313 314 3 13 313 414 313 41 4 414 313 414 414 413 614 414 413 A,B,M PSF C,D,E,F,G, H,bJ,K,L 2 2 2 2 2 2 2 2 2 1. 3 4 2 3 3 2 3 34444 2 -3 Ti 3 3 414 2 313 2 414 2 414 3 2 313 2 4144 3 2 VI 2 514 3 414 3 51570-1171 3 2 -4T-3-1-1-4- 3 2 S 4 111 41 2 111 67 2 111 46 2 212 67 2 2 2 2 2 2 212 76 2 -2 Ti 313 79 3 3 3 2M-1-1T1,171.- 2,3 3,3 (FULL (FULL DP) HEAD Ntott1I111,1j �N'''` �,�i M M /jt 1 /'i CENSr: '' '''...3( i,, 2 3 3 2 3 5-711 3 2 313414414 3 2 313 3 414 3 515 2 413 3 514 2 2 3 3 5f JAMB ABOVE 1 1 1 1 1 1 1 1 212 MTG,RAIL �' BELOW ,*�htfl; '• _ k r �.98ti45 ,: ft= 4(01-r- A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 3 4 4;-~74 3 2 3 3 3 414 3 -41;11-11 2 2 4 4 3 514 2 4 3 3 -14 111 111 111 212 212 212 313 313 3131171 514 413 MTG' RAIL '; w Z" Rowdily: J X7111 D+ e N OCHANCESTHI8SHEE7 1070T CHNOLOSYDRIVE NOKOMIS,FL34270 P.O.BQX162a MOMS, FL UM ANCHORAGE IA p (Oil � '' gtA OF p �,�0 '•. • FLaR�op: �, owes J.R. Mow 04/01111 imitstann C / 9INOI�R�iJORQTY 18kE87R/CTEDBY8(Z: SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 'i (('�' �' SSIpNP�;••N�� A.L.- 4I MILL l�, P.E. FL P.E.# 58705 Row FX ice: 11113100 nevow B raze ; ; r ,, T Y �pT�, A APdlA)G ,i-{ ./.',, . - �PPIE '8TRICTEDEllIW . nmen* F K came ' 7/28/08 gmnodlin J.J namr 2(29/07 i+i�bb� Better s 9t17G0 a NTS �11a 1 9 a 11 4040 -20 D ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: 17.126 ANCHOR TYPE: ' GLASS (1 O N Zz TYPE WINDOW WIDTH WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 22.668 28.211 33.764 39.296 44,839 50.382 55.925 z 8 �'Q N 8 eMtS a N8 z 8 z 8 111 a z v rf Z N8 z 8 19.125 D,E,F,J, 1 K,L 1 1 1 2 1 1 _2 1 - 2 1 1 1 1 2 2 .. 1 1 1 3._ ...2_ 3 . 1 1 1 _3__.2..._3 1 3_. 24.000 32.000 37.000 D,E,F,J, 1 K,L D,E,F,J, . 1 K,L 1 PSF 1 1 1 1 2 1 2 1 2 1 2 1 2 1 1 2 3 1 2� 1 2 1 2 1 3 1 1 2 3 3 1 1 1 3 1 1 1 1 1 1 3 3 3 1 3 1 3, 1 4 4 1 3 1 4 1 1 1 1 1 5'� 6 1 3 D,E,F,J, 1 K,L 1 PSF D,E,F,J, 2 K,L 1 PSF 79 1 1 2 1 2 2 1 1 79 2 1 76 2 79 2 2 79 2 2 79 3 1 2 2 3 79 2 3 79 2 1 I 2 3 3 4 Id 1 3 3 2 3 2 9 2 4 3 I4 2 1 2 4 4 5 2 1 2 6 4 6 40.000 44.000 2 2 2 77 2 2 3 3 79 2 2 2 4 3 4 79 2 12 2 4 3 4 2 2 2 4 3 6 2 2 2 4 4 5 2 2 2 6 4 S D,E,F,J, 2 2 K,L 1 2 2 2 2 1 2 2 3 2 3 2 3 2 4 48.000 PSF 78 79 70 79 79 71 79 73 4 6 6145 2 2/ 2 5 4 8 D,E,F,J, 2 2 2 K,L 1 1 1 63.126 PSF 71 79 63 2 2 71 2 2 79 2 2 64 2 3 74 2 3 2 3 66 3 4 77 2 4 69 2 2 2 5 4 5 3 2 2 5 4 6 69 3 2 2 5 4 6 3 2 2 8 5 6 D,E,F,J, 2 K,L 1 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 6 2 3 2 2 3 3 3 4 4 4 5 4 8 6 e 5 7 3 2 3 8 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SUBSTRATE: — SASH HEIGHT 12.778 15.776 18.778 21.778 24.776 27.776 30.776 31.108 ANCHOR TYPES 31e1,- 0 QQ N " g ((Vjj 0- �} N A— �j N QQ N �ITH WINDOW 926 1 1 1 2 1 2 2 1 111 2 2 2 2 2 2 —2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3_ 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 3 213 31213 31 313 41313 41314 413(4 51314 41314 61314 44.000 212 2 2 2 3 213 31313 41313 46.000 63 72 79 2 212 2 2 2 3 213 41313 .41314 41314 61314 6 1 3 1 4 63.126 73 68 66 72 2 212 2 2 2 3 313 4 1 3 1 4 4134 613 1 4 51316 61315 10/07/11 X14 11/13108 Rtnetikrea D snub. 0 Okadadlip B ANCHORAGE NOTES: 1. ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 181/2" MAX FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX, ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW LAN. WINDOWS ARE 12 5/8" MIN. TO 38" MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL RN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 192 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LW6TED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG, RAIL 112 2 2 ax ODuv :he Ftorld t Asceptatios 3ultdirla Coati o l# iO4 r-,v - f14/S NOOHANOES MS SHEET 140 CHANGES THIS SHEET ADD DP� *''r i ANCHOR Q1Yl9 RESTR1CIND BY ME oe4er I 7/2R'D7 WO OKOMIS, FLMDB DRIVE NOI FL8844274 V thb Bettie► ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Souk amdyaa NTS 10 411 4040-20 ,`��\N111111 ,. 01.1 VIM M/` ,#, *: ,10. 58105 ALL HEAD AND SILL DETAI EXTERIOR INTERIOR LS) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3)© 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) aN maileas Aft Rose* Dow J' ••I : , .: °., 13/8". MIN., 1/4" TAPCON� •314" MIN.,1/4" CRETE -FLEX 1/4" MAX. SHIM m� 10107/11 Dem 01/11 111/13/00 9/1/05 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)eh DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4° MIN. , Ti. I w.1I1114 71, luulli,lln'N. '.•; 111Illltl'.1111f 111.• 1 8/8" 1/4" MAX. SHIM— ►IMIN. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) sj 3.35101 MIN. CONCRETE OR 1.5 It31 MIN. OMU A 1X BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4).4 DETAIL C .131° DIA. MIN. x 2 112" NAIL, AT CORNERS AND 5" O.C. Finlelane 0 1 3/8" MIN. alk 1/4" MAX. SHIM ® NOTES: 1: FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI- DADE`COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" 6S4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 1 /8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX. •— SHIM DETAIL F. (HEAD) .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) DORM D FRAME .1310 DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 8° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A DETAIL G, (SILL) 1 /4" AX. SMHIM WOOD FRAME PRODUCT REVISED us Complying the Accd� Cods r' "' i� 1+ gxp rrr .EQgp NO CHANGES T198 SHEET C &Melo= ADD B ADO ameba e s 223/!7 NO CHANGES 7HIS SHEET AL FIN ANCHO UPDATE& REORDER NOTE UPDATE QQIY�EMBEDMENTDI L 1070 TECHNOLOGY DRIVE NOKON08, FL34270 P.O. erg 1829 NOKOMIS, R.3674 GT VW* Batrsr ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 1ear: r8 11 d 11 4040.20 sw, D ��urrl►IrI,, �0 1 LYNN M L _ `i j FR Ai ,GENSE e • Z. .. •1c No 03705 81A :' 1/#`9*, ``� A. LYNN MILIMR; P.E, FL P.E.# 58705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (MA) PGT Industries 1070 Technology Drive, Nokomis, Fi. 34275 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTRQL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2591 www.mlamidade.goviperat This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date stated below. The Miami Dade County Product Control Section (In /Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w f wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Aluin SGD -LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7,8 & 9 of this approved drawing set for applicable $C1D unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dada County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed Mid there has been no change in the applicable building code negatively affecting the performance of this product. TERMINAIION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any_ ether Cher purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided ,tt the user by the manufacturer or its distributors and shall be available for inspection at the job sitgat equest ' : e Building Official. This NOA revises NOA, # 09- 0826.10 and ' ° .. a� = e 1 d'evidence pages E -1, as well as approval document mentioned above. A, ° The submitted documentation was reviewed by, Ishaq . a , P.E. ct NOA No 11- 1015.14 o Expiration Date: February 1712015 Approval Date: December 01, 2911 Page 1 PGT Industries NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI' , sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per F.i3C 2411.3.2.1 (b) and TAS 202 -94 Along with marked- up;drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL- :5993, FTL -6036, FTL -6001, FTL -6014, km-6015, FTL -6017, FTL -6023, FTL -6024, JfTL- 6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08- 19- 09,12/03/09, 01/06110 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 4. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas 0 Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ) PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 094826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09- 0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by AtICC I Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T m TEMPERED MN HEAT STRENGTHED INTERLAYER TYPES - SSP is .090 DUPONT SENTRY GLAS PLUS pBPVB a.000 DUPONT BUTACITE PVE 03.7118" LAMINATED: (2) LITES OP 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 04 • 7/18" LAMINATED: (2) LITES OF 3/19" 9 GLASS WITH AN.090 SAE! INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" I} GLASS WITH AN .090 DBPVB INTERLAYER 04A- 9/16° LAMINATED: (2) LITER OF 1/4" H8 GLASS WITH AN .000 W. INTERLAYER. 05 -1 "MMi HATED I.Q. 3110" 'EXT. CAP + 3/8' AIR SPACE +7/16" LAMINATED: (2) LITES OF 3/16' HS GLASS WITH AN .090 DBPVB INTERLAYER. 38.1" LAMINATED I.G. 3/18' T EXT. CAP + 3/8' AIR SPACE +7/18" LAMINATED: (2) LITES OF 31.16' l3 GLASS WITH AN .090m INTERLAYER 05A -1" LAMINATED LO. 1/4 " TEXT. CAP +8/18'AIR SPACE +7/18 "LAMINATED: (2) UTES OF 338" jGLASS WITH AN .090 DBPVB INTERLAYER GSA -1" LAMINATED 1.0. 1/4 "TEXT. CAP + 8118" AIR SPACE + 7/16° LAMINATED: (2) LITES OF 3/18" 1j3 GLASS WITH AN .000 SOP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GUM TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ABTM E 1300. 3. ANCHORAGE THE 33 1/3% STRESS INCREASE BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH VS. 4. SHUTTERS ARE NOT REQUIRED, :r 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL•8983, FTL•5993, FTL. 6001. FTL 8014, FTL• 8018. FTL- 8017. FTL4022, FTL•6023. PTL•8024, F11.48028, FTL4028. FTL•8031, FTL -8033 AND FTL- 8038. DATED S /7/09. ELCO TEXTRON NOA: 07- 0428.01, 034228.08, ANSVAF &PA NDS 2008 FOR WOOD CONSTRUCTION AND ADM 2008 ALUMINUM DESIGN MANUAL 7. T•IS PRODUCT' HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (WVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPUCABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2.4). A. D.L.O. WIDTH ar PANEL WIDTH -7" B. D.L.O. HEIGHT a PANEL HEIGHT -8.28° DESIGN PRESSURE CHART SEE TABLES 1, 2 813 ON SHEETS 7, 8 & 9 NOA DRAWING MAP SHEET GENERAL NOTES......-..1 QUAUFIF-D CONFIG. ... ». ».2 -4 GLAZING DETAILS...-. 6-8 ANCHORA ©E » »» ».. » ».......7 -18 DESIGN PRESSURES 74 ELEVATIONS »....... » ..._.. 15-10 CONFIGURATIONS... » »....17 VERT. SECTIONS » ». »..... »18 HORIZ SECTIONS...... »....19.20 PARTS UST.... 21 EXTRUSIONS22-23 NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13.181 i. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MLAMI•DADE COUNTY APPROVED ELCO 1/4" OR eh8' ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4° ELCO SS4 CRETE•FLEX. SEE= TABLE ON T1419 SHEET MR EMBEDMENT, EOM INSTANCE AND SUBSTRATE REQUIREMENTS. $. FOR WOOD APPLICATIONS USE #12 STEEL WRONG (05). 114° ELCO 1304 CRETE PLEXMAYSE USED INSTEAD OF#12 SCREWS (PAN HEAD), 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11P " THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DI,ECTLYTO SOI-b CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X Alm 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 13 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 0083 -T8 AND A MINIMUM OF 1I3° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2e WOOD BUCKS. THE ANCHOFIS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1.3, SHTS, 7.9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 8. IF SILL 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON•METALLIC GROUT, 3400 P81 MIN., (DONE BY OTHERS) (MAX 1 /4° SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC 1S REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. r'i :n- - -*. ;. I a mum -go ..,. ��. .. II 10111111 C ` FBO2010 CODE CHANGE WOW That aeaacn° MC 01/04110 5 PER MIAMI DADECOMMENT3 03740/3 D8. Realm 1 A fJ NM DACE CCMMENi9 am. .a a a,ax 1 Concrete Strength Renuttemente Handand891 Jambs Concrete Un4r0d.d 0911 Ganda EMU 1300 Cla. MIa. ®nb, Mtn. 3d. Mtn 0244 Min. 3d 3118.39134 318. Cd 1 314 1 2 1I➢ moo 11..... 41 " 1 319 2 112 1 114 ` 2 1/2 0/18° 1 914 1 114 1 114 1 0/10 1 914 2 412 Site Q9ta4I9xOSA, 114' 1 9/4 2 112 1 114 2 112 Notes II 10111111 C ` FBO2010 CODE CHANGE WOW That aeaacn° MC 01/04110 5 PER MIAMI DADECOMMENT3 03740/3 D8. Realm 1 A fJ NM DACE CCMMENi9 am. .a a a,ax 1 Concrete Strength Renuttemente 34/022 (Aaahsr T.ndon) P418011 Mom ing Adaptor (An°Aw Shaer) 009.991. 090204039! Cen1.1. Grouted CM 13Pe OM. Mtn, Rob. 224; 13/1 Mh,. 6ab. Min. Ed don. mnb. M91. Ed Mla. Gab. Mhr. Ed Moo hd3aoor 114" 3/4 91/2 1 294 I. 9 1/2 1 014 2 113 1 994 11/4 Ede 00ota.FIex894 114" 1 0/4 21/2 Net wed 1 914 2 1/9 3e1R8.emm.nded II 10111111 C ` FBO2010 CODE CHANGE WOW That aeaacn° MC 01/04110 5 PER MIAMI DADECOMMENT3 03740/3 D8. Realm 1 A fJ NM DACE CCMMENi9 am. .a a a,ax 1 Concrete Strength Renuttemente Mu onryalreage, Roqulmaente . 1'ps 01a. to• Uagrohaded 0MU AVM ago Igoe Wham 1/4" 2700 p Oroabd01121 A9711 C90M030664 39109 1 918 m 2ud 118^ p l t Ede &stifled 984 'I/4" 3350 psi pognI00hm E mG, it Embed/nein Ed Edge 12410wa Min a MI,)mtml CONCRETE SCREWS STRENd7HS: &3f34+* 135131 FFUUMM a 177K31 TECHNOLOGY ORM13 NOKOM38, PL 84278 P0.9QX 1EI0 140103IS.Pt34114 UNLESS p rHERWISE NOTED 'GENERAL NOTES. SE• RIES TTOAL SOWN* tow =no NTS MAIM REVISED q -LDlr !tire MAP >: MSGD -LMI lu of 23 I POT0002 RIFT MINI Elea to.F , 634 MAIM= TECHNOLOGY ORM13 NOKOM38, PL 84278 P0.9QX 1EI0 140103IS.Pt34114 UNLESS p rHERWISE NOTED 'GENERAL NOTES. SE• RIES TTOAL SOWN* tow =no NTS MAIM REVISED q -LDlr !tire MAP >: MSGD -LMI lu of 23 I POT0002 APPROVED CONFIGURATIONS: SEE D.P, TABLE, SHTS. 7 -9 I LP► SEE AlA DP i[' TABLE SHTS. TV 7 -9 NV' SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 /T1 11 NV, SEE DP TABLE SHTS. 7 -9 Xp NEY iLT cSLY SLY 1<i NV' NET N,tr AA AA NET iRl X0, 0X, XX, SEE D.P. TABLE, XXP SHTS. 7 -9 CA AA lii NE! NEI NV' Ath L]► AA NV ink iET iri OXO, OXX, XXO, XXX OXXp, XXXp LA LALl A :1 iRT Nt,7 NV/ NE/ n4 90°CORNER Nil Nil ta SWAM �• 0 11 -in1 W SEE DP TABLE SHTS. 7 -9 NLYANY NEWLY k Al NEW" �`r iLAiET NV' QT 1■1►�.► i[ +WLT (1,C1 NV VAN L,1 ♦.4A i6+iCT NELNEY i[iit7 OXXO XXXO ;OXXX XXXX AC1C , . ! ! , IEL1 AA ACA iL� +it7♦itl iK ►ik7 iE<TiR7 POCKET DOORS: XXXXp i[•NVNEY CORNER, TYP. POCKET, TYP. ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: )XXX IN POCKET CONFIGURATION CAN BE pXXXXp, p)000( OR )XXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. "ion ri "«°"° neat: nnr�¢u C 9MD ammo MAC mm OVOIRO 11116/09 MOM B ANNEAL 0, NO CHANGER:18 SHEET PERI:AM:DADE PER MIAMI DAM MAM= Awe caMMTa tnmrrrcNNa0MYNMI NMKOMO PL3W$ PA UQXW al NOKOh48, P1.90274 QUALIFIED CONFIGURATIONS SERIES 770ALUM. SOD - LMI $OW?O NTS 1 2 a 23 P070002 y 1 SEE [d. [,. NET NL► DP Fn ♦`n TABLE kVA: ► SHTS. MA; 7.9 Nt ty -IT% SEE D.P. TABLE, SHTS. 7 -9 OXXXO, xxxxo, oxxXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 NEW NE1 NLf murr L�1 ♦!1 FL7;;L1 `GUY NR OHO, )CX)UCXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS EI" 1MM "_°" mocHANGEntsereer DADEC lffirlEGINOLOONNE NOMM$ Rwdte. PLS0174 NLY �L1 NtYAYY iVflk CAN 11, NEW, m, FrYti(, L=\ L\4 NbrAMINIT [t.rNYP`L► t *A [,► LiVAU Nwrs IVA 4. NEW! NE) NU FI' `E7 UALIFIED CONFIGURATIONS SERIES ,770 ALUM, S O D- L M I wildhoriiodia Uwot24 tapfretla s* t+ Mkutilkide P.E.SEB/OB APPROVED CONFIGURATIONS: 1 SEE DP TABLE SHTS. 7 -9 AYA NE WE, n.� NL UFG LIVIA NEVEY 'CV FFY SEE D.P. TABLE, SHTS. 7-8 FE'7 0)0000(0, )000 00(0, OX)000(X, 0 XXXX c, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7 -9 All Ail IA FI;7 NI Y NI,Y. 7FLY OXXXXXXO, XXXXXXXO, OXXXX)(XX, )00000 00( J3. D1011111 jtar NO CHANGETHISSHEET PER w � _i GAO$ lei Ilia PER ADAMDADEODMODI a Al-k AEA AI* FFI EIFEET MSODIJOT MVO* tiM1 die 1M4eMw Roldliwiteb mospeomottioWlit "Agnew A* lM6l� I�I ' Iq viii 11111q, 9070 IRCHNOLODY DRAW NORMAIL84971 P.a BQN95111 NOKOM10,PL 9$274 QUALIFIED CONFIGURATIONS 'SERIF$ �;.' UM SGD -LMI ss SMC SAC XTER1OR 3116" lit GLASS --.- 090 DBPVEI -v .-- 308° I,GLASS 7M8" NOM. --H—+ —7 314" NOM. GLASS SITE f 7/16" LAMINATED GLASS TYPES G3 RIOR ' /4"HGLASS .090 DBPVB --.- 1/4' HS GLASS 9/18" NOM. t 3/4' NOM. GLASS SITE 9/16" LAMINATED GLASS TYPES G3A OR (j4) 3/18" HS GLASS --- •090 3M8 "L GLASS 7M8° NOM71 314° NOM. GLASS SITE 7/16" LAMINATED GLASS TYPES G4 9/16" LAMINATED GLASS TYPES G4A ri4OSSCT 11101140 is Ira Ate PM* Asels*Ks ti* Ogiroliso P* -I ��t • 01!4111 NO CHANGE THIS SHEET 1 N81D9 0810= Qat MIAMI DADECOAMENTS 10747E016WOL0DYDANF NOl(OAAA FL MTh P.O.BgxM18 NO<(OM9 PLAIN GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI 80DTT0 NTS 6 d 23 0111MWM4 PG70002 ,�.11IIIlllh `�� • J�ENS ``Fp No. 58705 ...POR.n.: ' .; A. 1.4411.11.0.E. P.E.188705 .MME 3118°M. OLASS --P- AO DELIS 3/16*B1 GLASS --. ale" AIR SPACE 3M6° T GLASS —► 1' NOM. 314° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES 35 EXTERIOR 3H8° HS GLASS .090 DBPVB 3/16° VI GLASS 5/18 °AIR SPACE 114° T GLASS 1910M. 3t4' NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1° LAMINATED I.G. TYPES GSA 10/11/11 6r NO CHANCE 7111 SHEET 8u: 11 0109• A E91MIAMIDADEROMMENTB oma 3t16° HS GLASS EXTERIOR s .080 SB° 3/18°HaGLASS 318° AIR SPACE 311 FP GLASS 1° NOM. 1 111 0 ss l 314 . CUSS 13 TE .ri pil J TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES 36 211€5213. 3.116' HS GLASS -- ► .08G80P 3/18°HS GLASS SAS' AIR SPACE 1/4°/ GLASS 1 1' NOM. wr i#' 314° NOM. GLASS BITE TRUSEALDURASEALSPACER 1° LAMINATED I.G. TYPES G6A MONA FL SW r�1mo LNG DETAILS SERIES 770 ALUMINUM SOD - LMI Rau raCuulet MONO Tapkvixtti tsarist* AsisplaiR .lolg . !Omen ask DESIGN PR E88UREAND ANCHORAGEE- UN- REINFORCED - 3TANDARO STILE- STANDARD ASTRAGAL TABLE I. > HEAD& SILL (11&8) INTERLOCK, STRAIGHT& 00RNEtA8TRA0AL CLUSTER FLUB INIERVEDATE ANC OR COY. PERPANB. H & B, >JAMI ANCHOR QTY. >RHODE ANCHOR QTY. Anchor Types: 03 - 7116" LAMINATED 0LA8B- (3116" H.S. I P/B 13116" N.8.) 1) 114" 040 U LTRACON (FORMERLY TAPCON GSA - 9116",AMNATEDGIA88- (114" HS. / RIB/ 1 /4 "HS.) 2) N /4"8S4CRETE-FLEX G5- 7116 " LAP/MATED LO.IL- (WET TEMP. / AIR / ME' HS. IPVB / MEP' H.S.) 3)'8/16"LATRACON GSA - 7 /16'LAMAIATEDLO.U.- (1/4"7EMR/ AIR /3116"11& /RIB /318"HS.) 4)'#12 STEEL SCREW (G5) • SEEANQ4ORAGE NDTE91 & 2 ONBHEET 1. SILL ROTE UNIT HEIG*IT 80 84 90 t 88 WA NOM PANEL 1MDTH FRAME BIDE - g LI i 11 HIGH i i 7§ ij SEEIdOTES 1-3 v t� 1 r GLASS TYPE- 3, 3A 5, 6A +30 80.0 +80 -80.0 +80 40.0 +90 -00.0 24 H88 C4 +1 C4 +1 04 +2 04+1 C4 +1, C4 +2 04 +1 C4 +1 C4 +2 04 +1 C4 +1 04+2 JAMB 10 10 10 «10 10 10 10 10 10 10 10 10 P•HOOK 5 5 8 8 5 5 8 5 6 6 6 5 GLASS TYPE- 3,3A, 8, 6A +69 -50.0 ' +80 - 800 +80 -60,0 _ +80 .60.0 30 11&8 04+1 C4 +1 C4 +2 C4+1 04 +1 C4 +2 C4 +1 'C4+1 C4+2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 ' 10 10 10 MOCK 5 5 •5 8 5 5 5 B 6 5 6 6 GLASS TYPE- 3, 3A, 6,8A +80 60.0 +60 -600 480 -80.0 460 -60.0 36 1183 04 +1 04 +1 04 +2 04+1 04+1 04 +2 04 +1 C4 +1 04 +2 04 +1 04 +1 04 +2 JAMS 10 10 40 10 10 10 10 10 10 10 10 10 PH001( 5 5 6 5 5 5 5 5 5 6 5 8 GLASS TYPE - 3,3A,5,8A +80 -60.0 +80 40.0 +80 -80.0 +60 -50.0 42 HIS 04 +1 04 +1 04 +2 "04+1 04 +1 04 +2 04+1 0441 04 +2 04 +1 04 +1 04 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 8 6 8 5 6 6 8 6 8 8 6 GLASS TIPS - 3,3A6,6A _ 460 •60.0 +80 -60.0 +60 -80.0 +80 -60.0 0 1188 041+1 04 +1 C4 +2 . +1' C4 +1 04 +2 04 +1 04 +1 04 +2 04 +1 04+1 C4 +21 JAMB 10 10 10 10 10 10 10 10 10 10 10 P•HOOK 5_ 6 6 6 6 8 8 8 8 7. 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 /4 801. 2. WHEN USING THE 2112° SILL, POSITIVE WATER DP (8 48.67 PIF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP 18 60.0 POP MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4 °, 3114 4AND 21/2"" Sal. HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDFiTON IS NOT RATED FOR WATER INFILTRATION. 4. SEE 8HEET810 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. J 0111/11 NO CHANGETT1IBSHEET ROM 0'1 8)N Date rarox oAOm10 11ININ Aam 08108/00 Revialeng 3 , A O a: EXAMPLE ON SHEET 10 TABLE 1A SILL FIT. VS POS. DP SILL ROTE ( +) DESKBV HEIGHT LOAD FLUSH 1 -1/2" WA LOW 2412" +46.67 PSF MB) 3.114" +80.0 R4F HIGH 4° + 90.0 PSF SEEIdOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO H=JGHT ■ NOM. PANEL HEIGHT - 8.25" STANDARD ASTRAGAL STANDARD STOLES Pa. 90° OUTSIDE CORNER 90' INSIDE CORNER OH LENGTH E OH HEIGHT L SEE NOTE 3 OVERHANG, OH LENGTH OH HEIGHT EQUAL T01 OR GREATER t71A4tUCT NRYfri � "dI�OiAiaii► )_) .J: afk 0* I V" PORMUMIDADBOOM33NT1 Plat kIIAM/DAD,CDM EAMS oast 107STECNNOLO6YORNS NO MI4I1.34t73 MAXUS US NOI1MB, FL 34374 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LM! 7 w 23 P0T00002 t_' e.°a $ Ni PEA EOM . _- t. �: �..= .. _ , ."11.:5_ -: 1.. -: xl.!lil. 1!•.L ..A . 1 = IL . 7.:,L"t.:" tii.:.5. W16010012STR ) H4:ADA SILL(H&8) 1401.E2. 414 Q12401ASTMOAL CLUSTER MUG 121221225102ANCHOR COY. PERPANR H88, JAM2 ANCHOR arr. sP•HQOXANOHOROIY. AndorllJpes; 04.7118' 1.4201411100A82 A8S • {36 H& /8GP/ 98H &) 1)1014'864 E182)Dt0lP01U'EiG.Y TAPCAN 04A• 0118" IAMNA110GU88 -(110" H.8.1824,1114' 1013 08.7H8'IARR. EDLO.U.•(0/1rMR /AIR /3f16"H8./8GP(3H8'H &) 2) OSA • 7N' MOWED /AR/ 3112' H& /8<9P /3ry8•H&) 5) VW 1.1:111.400N 4) 1112 STEM 8C211N(231 • • S2aANDDi44GE'WOT0182ON10122'71. al. MBE . UNIT HOW HEGHT LOAD RUSH •1.1Yt' WA LOW - 2.112' X40.0718F MM- 3.114" +GO.0PSP NOM PANEL WIDTH Cr7>R „3►I� PR1110 SIDE . c ` + i ► ; ♦ a i N j 80.0 .80.0 8041 40.0 60.0 40.0 00.0 40.0 80.0 40.0 80.0 40.4 �.. 60.0 60.0 :t I 1 ; +I I 24 0882 5 flflflfl __� �� I.. 5 5 5 5 -4 4,64 :: ' Bo, -80,0 X45 .ea o : , 80.0 80.0 •80.9 80.9 -80.0 ` I 30 '` 04 +I C4 +1 C0 +2 Q4 +1 .0441 08+2 G4 +1 C4 +1 CB+2 C8+2 C4 +1 04+1 C8 +2 04+1 04 +1 CB+Z JAM 40 10 10 10 10 ' 10 12 12 12 12 12 42 12 12 12 12 12 12 P-HOOK IKE BDKM II IMP KM KAI 00 AD ESAIAKISKA KMKIII KISKA B0 KIN ENKE MTN OM= ETOEi01 . I I : I I 80.0 80.0 80,0 •8 L A 80.0 •80.0 80.0 40.0 8041 40.0 80,0 40.0 MErai EL N KEN KM jai 3on ©miI1111111i3lftIMU NEN 11171 ErEICE1IMEICMWU 11:11111:111L111 80.0 40.0 ill 1111:1111111:11 CID EMEZ]MEIC fEIKi #® l[ ® ® KEN KR ILE MI EM MI CIE1 MEN EMI 1E111F p.4. KRIM BOA m1112mILI WI 111111111111311111111 IMICEMEI 1 =MEM==E ®EiI:#il1i©®iF#ILE. MEMNEI th ®® 800 40.0 NEIMI GLASS TYPE 42 ' 8,841 11.2311E=IEZILEIZI On 400 8041 400 =Mil EZ1E1/1 ILIEDI 11111•11111111111111111111111EI 80.0 40.0 IQMCI3B•TM= 80A 80.0 BOA 40.0 KEN WI EMU] HENKJ EMI BEI MI OnMa= 1a Mail KR EA 11131 KA KA KM NM CM 11:111 EN 11131111131111E111 0010iM ®11111K ®ENERUt! CLAM TYPE•4,4A0 40 SA MEME ■1 uzzza 80.0 1IEMiIC KEN KIN 40.0 mKLIIm 80.0 40.0 r' aL lr ^'fir KIM mm MIKA EQEDKMKMKAE BOA •8041 80.0 40.0 80.0 40.0 80.0 40.0 80.0 40.0 80.0 40.0 80.0 40.0 s1E KIN CKIJEJE KEN IL mi [gym ©N IE aE ®ELUS KEN KAMAMIoDEANA1NM a1E llE711 IEmI 08+2 LIDGIDri KEN mmm ©KEN KEA 0® tom :; - -•= r. .. Ka E[]tEL>•EI PANELS OVER arWIDE NOT AVAILABLE OVER 98" H1014 5 1 1488 WErill `-" C4+2 C4+2 C8+2 KM111,11111i0111EQEE1311101111111111151111E NtAti7Ei>•IAf1011V•4ioDi1111©IE7 C4+2 C4 +2 C8+2 guszkimi EL i111 EE I EA 8 8 0 C4+2 C4+2 0+2 Ei+bz EIDEIDILa211MLIDm il> t E131 11111 7 7 7 CIU12 /111.111C4+2 OM 01111 DELI Ei C> t EII 7 rarg,i, 11__7IMEmE IM MO 7 P•H00K r' m. 1011 8 IEMIEMII Ei E111 Ei I 111 8 8 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114° SILL. 2. WHEN USING THE 21/2° SILL, POSITIVE DP IS 46.87 PSF MAX. WHEN USING THE 4' SILL POSITIVE DP I9 80.0 MAX 3.21 , 3114 PRESSURES A 4HEI S ARE TESTEDA OR WATER INFILTRATION WHEREAS THE 1 112' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSmVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS t NDRION I8 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FORANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. vA Rai the 8840 &way; DON 9100 08108.109 8 fievneat A cmendoie EXAMPLE ON SHEET 10 TA3LE2A S Hr. VBpoi DP al. MBE (4) DESIGN HEGHT LOAD RUSH •1.1Yt' WA LOW - 2.112' X40.0718F MM- 3.114" +GO.0PSP HIGH .4" +80;0 RP SEE NOTES 1.8 OH HEIGHT L STANDARD ASTRAGAL HEAVY DUTY STILES SEESHEET7ORO FOR or INSIDE & OUTRIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT= NOM. PANEL HEIGHT - 825° 014 LENGTH 1 OVERHANG OR LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 �fIbINi Is 140 CHANGE TH19SHEET RERwesoAmmomerors PER Miff 0A0EO0MM2N78 -Debt I 1070 TE?1800LOOY)71UUE N0RDF.QS A. 34210 PN JI0.847L $ MM/t�8 FL 34274 ' DP AND ANCHORAGE SERIES 770 ALUMINUM SOD L M I �.0001I)1 No. 5s706 dcJY .0 rjo 14 n W .9 437 • ' //, S/ONA� 72.888705 /LL()1LI NTS 8 e 23 PGT0002 0 MU ER, DESIGN PRESSURE AND TABLES] > HEAD& S &L (159) INTERLOCK, s JAWS ANCHOR Q1Y. *MOM 04- 7118' LAMINATED GLASS 04A - 9118" LAMINATED GLASS 06- 7118" LAMMED tau. - (3118' GSA - me* LAMINATED IGLU -( SHiADH1'a DORNERAB7PAGAL Q LISTSI RUB INTERM QTY. - (3118'118. /SOP /3118"H.8.) - (114' MS. /SOP/ 1/4" H8.) MVP. / AR /3/18' Iii'8. / SOP/ 3118" H3.) 11 4° IMP. / AR/ 3118°H8./ SOP/ 3H8'Ka) ITEANCHOR Q7Y. PER PANE. H & A1th' DOUL1RACON (FORMERLY TARCON) 2) '114'$84 CIEIBFLE ( 3) '9/18" ULTRACON 4) 112 STEELSC103ry(C5) •SEEiANI21DRAGENOTB31 &2ONSHEET1. HEIGHT S, UNIT 80 84 90 98 NOM PANEL FRAME WIDTH SIDE ;6? 0 , O , .: i " , �, a U • v M' o 1J4S TYPE -4, 4A, 8, 8A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 10. 24 H&S C0+2 05+2 08+2 00 +2 08+2 00 +2 06 +2 08+2 08+2 00+2 00 +2 08+2 JAMB 10 10 10 10 10 10 10 10 10 _ 10 10 10 P- HOOK 8 8 8 5 6 5 5 5 8 6 0 6 GLASS -4,4A.8,8A 90.0 -90.0 90.0 - 90.0 90.0 00.0 -60.0 30 I H &8 00 +2 08 +2- 08+2 08 2 08+2 08+2 08 +2 •-90.0 08 +2 00 +2 08 +2 08+2 08+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 8 8 . 8 8 8 8 7 7 7 7 GLASS TYPE - 4,4A,8,8A 90A . 40.0 90.0 - 90.0' 90.0 -90.0 900 40.0 36 H&S 06+2 08+2 06 +3 00 +2 C8 +2 06+2 09 +2 08 +2 00+2 08+2 00 +2 08+2 JAMB 10 10 6 10 7 10 7 10 7 10 7 10 7 10 7 10 8 10 8 10 8 10 8 P-HOOK 8 GLASS TYPE - 4,4A8,8A 90.0 -90.0 '08+2 90.0 -90.0 90.0 •90.0 90.0 •90.0 42 1158 06 +2 08+2 08 +2 00+2 08+2 08 +2 06+2 06 +2 05+2 08 +2 08+2 JAMB 10 10 10 ' 10 10 10 10 10 10 10 10 10 .. P HOOK 7 7 7' 7 7 8 8 8 8 8 9 9 GLA9STYP -4, 4A 0, 0A 90.0 -90.0 90.0 -90.0 90.0 40.0 90.0 40.0 48 1488 C8+2 08 +2 08+2 06+2 08+2 08+2 08 +2 00 +2 C8+2 00 +2 00+2. 08+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 PH00lC 8 8 8 8 8 8, 9 1 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OP THE 4" SILL. 2. WHEN USING THE 2112"SO.L, PCSR1VE DP 1846.67 PSF MAX AND WITH THE 3 1/4' SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNO4ANOED). SEE TABLE 3A. 3.21/2°, 31/4 , AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11/2 "8ILL I8 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE NCE IS NOT REQUIRED. POSMVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOORS PROTECTED BY AN OVERHANG COMPLYING VNTHTHE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) 'PHIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4.13E8 SHEETS 10 THROUGH 18 FOR ANCHORAGE? SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH F130 EORE88 REQUIREMENTS. d/11l11 G NO CHANGE fl SHEET aSVb7vaa40E0b11t ENT8 PER NAL6011100164618 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES TALE 3A SLL HT. VS POS. DP . SLL RISE ( +) DEAN HBGHT LOAD FLUSH - 1.1/2° NIA LOW - 2.1/2" +48,97 PSF MED - 3-114' 4' 60.0PSF MGM -4' +90.0PSF SEE NOTES 1 -3 WWI TECHNOLOS Y DRIVE WOkOi IS P 14153@ L /484274 €ESE. 90° OUTSIDE CORNER DLO WIDTH a 140119. PANEL VWIDTH - r DLO HEIGHT= NOM. PANEL HEIGHT -825" 90° INSIDE CORNER OH HEIGHT DPANDANCHORAGE OH LENGTH al OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 SERIES 770 ALUMINUM SGD -LMT rsionuerwagao Lpifili with the Rorie% SIMS% Cab 1 -D .Is 9.96 159705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4° ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO 884 CRETE -FLEX 3)5/18• ULTRACON 4) 412 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 14. SHTS. 7.9: HEAD & SILL— ..... _.a. - 8' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK 890° CORNER ON SHT. 11-12. JAMBS & P- HOOKS... 8" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, BHTB. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. TANCHORS PER PANEL" ARE 8" MAX. — �--- C~-- __CL _ = - - - HOSE AT THE HEAD AND SILL 3& CENTERLINE SHT .11 —` AS - —S' ' , B" MAX 8" MAX. 1 BETWEEN CLUSTERS OR THOSE CENTERLiAIE 113111- rip. I BETWEEN A CLUSTER AND A — ~• FRAME JAMB OR P•HOOC t2 0 e t 3 5' j TYP. EXAMPLE OXX ANCHORAGE PLAN: 0± 21 IEAD & BILL ANCHORAt (3 PMIEL. 2 TRACK E nuF A} 0%y 4 m (1L4 mcHoRS TOTAL L(3) PANEL, 48' x 98' DOOR FROM TABLE 1, BHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE igmma -- _--- - - - - -- ------ - - -- - - -- — 04+2 & CORNERS ■ (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER BELO DETAIL W( 2 04 2 C4 2 C4 2 SEE CLUSTER DETAILS, MT. 11 1 0 35"TYP. (7) P -HOOK ANCHORS 9" MAX • SEE NOTE r"-• BELOW 14• 0 • 8' MAX. X —► 80' CORNER EXAMPLE OX -90° OUTSIDE CORNER-X� CORNER ANCHORAGE PLAN: (4) PANEL, 80" x 98" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE • M M 10' MAX'4 0 • MX „M x M II ■ M M M NM M It MAX. In FRAME "ANCHORS •. P- -HOOK ANCHORS •�—+ 3' MAX 1PMAXr fX " M M x t M ■ M • B' MAX, TYP. 1 M 8' MAX. (10) 21" ANCHORS O.C• PER JAMES (BEE SHEET 13 FOR CLUSTER O.C. SPACING 1 M M V x " 8" MAX M r+-N2.4" M MAX 0.0 INTERLOCK CENTERLINE SHT. CLUSTER DETAILS, SHT.11 r-- 5"MAX —a b OR IGI/. &maaI SEE CLUSTER DETAILS, BHT. 12 NO CHANGE T IS5HEET amnion, PERAO DADE00MMe nA ° 1 NOTE: SEE DETAILS 8 &TON SHEET 14 & DETAILS 4.051" MIN. O.C. 3.5" 2.04" 20328L JAMB ('LUSTER F DETAILS M.N.O.P.QaR ea0A11CTRINia4a eseripilkawai am Monts Ampler .,if 7 *sift katemuimielA, TECHNOWOY DIME NOKOMP4 PLUMY I ANCHORAGE SPACING &.EXAMPLE PLmS. • SERIES 770 ALUMINUM 3G©- LMA aft NTS 10 0 23 \.‘'4 LYNNI �` * : No. 58705 -0 70 F� ST ti A tI E 0 '',SS /O��N�A�L C `. A. LYNN � LL& P, . P,E.+W05 r INT. MYETA ATAIW- iNTERLOCK CENTERLINE 1.75 " aTrAbi irRACC t,71 Ew. ANCHOR CLUSTER - C4 oxrzrt INTERLOCK JNT. CENTERLINE I 3.8 0 4.072 - - 3'- TRACKASTRAGAL % INTERLOCK ANCHOR CLUSTER -C4 MMTC"_-- -_---err - INTERLOCK -'.1 CENTERLINE I iL 3.5 1-0—INTERLOCK CENTERLIINE mmint aim WARM !MEM= 4.Q8� — 7 : FF 3.6 2-TRACK. 90° ours= .CORNER SHOWN. 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER • C4 3.6 3-TRACK. 90° OUTSIDE CORNERSHOWN� ,'I- TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) C.9 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS, IWIMI stm NO COMMIS SNOT Few Fotbsfflat a" a e Pan+mAAaabecoxIUrs ✓ 1YfIp A p.m Fit gift °batter :Thep 8MO 08@899 2.04 3.889 D. I4 L �,,, 1 2 'MACK 90° INSIDE CORNER SHOWN. 2•TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER- CO USED FOR CS AND CO 3.6 3,889 EXT./ 2.04/ 4-TRACKERNSIDE CORNER SHOWN. 4-TRACK. 90° OUT81DE CORNER SIMILAR (OPPOSITE) C4) ANCHOR CLUSTER REQUIRED AT AU. 4 -TRACK CORNERS 1 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. agszurp ,twrfftet Bwiertths s• 5 MOM I DAD:wome i6 twoIUmro 0O AD.8QX1929 NOKOMIS, FL 91714 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SOD - LMI one moat NTS 12 •23 P370002 ,01111Ittih, ,o;vt LYN 414411/ '1r S‘'t`�•c JO ND, 58105 • a $ - I TATE SIONg1• A. LYNN IM11�.1��. R P.E. MEW 85705 21118° O.C. 1" MIN. E.D. TYP. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1' MIN. E.D. TYP. 3/8" MIN. 21/18' O.C. TYP. SEE CHART, SHT. 1 21/18" O.C. TYP. SEE CHART, 8HT.1 21/16"O.C.TYP 3B" MIN. 1/4" MAX. SHIM SEE CHART SHT. 1 1/4" MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, 811T.1 DETAIL 2-TRACK FRAME HEAD D 3• WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHORTYP., SEE ANCHOR NOTE2, SHT.1 SEE ANCHOR NOTES SHT. 1 (1/4" MAX.) t 21/18" 1" MfN O.C., TYP. ED., k+- TYP. pETAIL E. 2 -TRACK FRAME SILL WOOD INSTALLATION EXT. 114" MAX. SHIM 1/4" I7 MAX. SHIM ANCHOR TYP._ SEE ANCHOR NOTE 1, S147.1 DETAIL C, 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., CONCRETE INSTALLATIO, N SEE ANCH.NOTE 3, SHT. 1 SEE ANCHOR NOTE 8 SHT. 1 (114° 3/8" MIN. SEE ANCHOR NOTE 8� �8�Fy1t.1 (114' •• ""•) 21/18° O.C., TYP. SEE ANCHOR NOTE 8 SHT. 1 (1/4" MAX.) SEE CHART 8HT.1 DETAIL 0, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP„ SEE ANCHOR NOTE 3, SHT. 1 21 WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 CONCRETE ANCHOR'rYp., SEE ANCHOR NOTE 1, 8HT.1 21116" 1" MIN I O.C., ,.v P. @D , DETAIO. 3- TRAC)( FRAME 9 Noon INSTALLATION En' '�,"'' SEE CHART, 8HT.1 DETAIL 8, 2-TRACK FRAME SILL CONCRETE INSTALLATION 1 "MIN E.D., TYP 21 /16" O.C., TYP. NCRETE roma � w lbPlerll4 Afix$00•11111 •i4 1 3/8" MIN. 21/16" O.C., TYP. CONCRETE SEE CHART SHY. DETAIL H. 3•TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, EMT. 1 SEE CHART, SHT. 1 WADE AI 1.41RACK FRRAAMEHHEEADD NOTE 2, SHT.1 WOOD INSTALLATION 2x WOOD Bum TYP., SEE NOTE 3, SHT.1 SEE ANCHOR NOTE 8, SHT. 1 (1/4" MAX.) SEE CHART 8HT,1 WOOD ANCHOR TYP., BEE ANCHOR NOTE2, 8HT.1 21/18" O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, silt 1 DETAIL J. 4-TRACK FRAME HEAD CONCRETE INSTALLATION 1 1318" MIN. 21/18" O.C., TYP. I" MIN L EXT. E.D., SAIL K. 41RACK FRAME SILL TYP. WOOD INSTALLATION J.J. MEM 81,112 SM NO CHANCE Tie SHEET Pat MMM /DAM GDMAat/fB PE M/AMIDADEXMMEil$ ANCHORAGE DETAILS 588770 NTS 13 a 23 PG70OO2 ,s t11111 U s e diVt 7 `` aryl LYNN ,,i * * 140. 68705 Q y9tI +I A. 1.YN9 M It.EEP, P.E. P.E,8 68705 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 21/18° O.G., TYP. SEE ANCHOR NOTE 8, SHT.1 (1/4° MAX) ONCRETE 1/4" MAX. SHIM SEE CHART ,Mt SHT. 1 SEE C T SHT, 1 1/4" MAX SHIM } SEE CHART SEE CHART Ill ;'. i i; SHT.1 SHT.1 > +.t CONCRETE ANCHOR TYP., SEE ANCHOR `` • BHT. 1 1 3/8° MIN. 1/4° MAX. SHIM exr ( r WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 2 1/18° O.C., TYP. SEE CHART, BHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION 21/18° 0.C., TYP. 21/18° O.C., TYP. CONCRETE ANCHOR 1 °MIN TYR, SEE 1/4" MAX SHIM 1 3/8" MIN. ANCHOR DCf .I NOTE BHT.1 I Ili1! f •• ANCHOR ilk 1° ' I . TYP., SEEEE 1 MM. .... NOTE I ��r(r 21/16" DETAI.0.4 -TRACK FRAME JAMB ANCHOR BHT.1 ` O.C., TYP. 1 ° MIN. CONCRETE INSTALLATION BUCK D 11 �11r: --°y 1/4° MAX SHIM BEE ANCHOR II11 ` NOTE 8 DETAIL N, WRACK FRAME JAMB 111 I f 1° MIN, II I BIiT.1 WQOOINOTALLATIQN I� ' 'II ONRY CONCRETE INSTALLATION 1/4° MAX. SHIM -•01 CONCRETE JIB ANCHOR TYP., SEE ANCHOR NOTE 1, 8HT,1 3.8" TYPICAL JANE CLUSTER FOR OETALLS SEE CHART SHT.1 SEE CHART SHT.1 DETAIL M. 4 -TRACK FRAME JAMB WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MIDSPAN BETWEEN P-HOOK INSTALLATION ANCHORS Rotede J.J. X10/11/11 NO CHANGE TM SHEET laws fox mar mamma OtAIEIN 8 PER AAAMM4DBOOMMEN721 MO 1 RiftA = I M O DECOM.IHNTB WOOD FRAMING 1 3/8' MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT, 1 21/18° O.C., TYP. 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 ONRY DETAIL R. 3•TRACKFRAME JAMB CONCRETE INSTALLATION GEE CHART, BHT.1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID.SPAN BETWEEN P-HOOK INSTALLATION ANCHORS RETE /MASONRY (GROUTED BLOCK ONLY) 1A1� 3 TRACK FRA>4 IAMB WOOD INSS'ALLAT10N, 1° MIN. 1 3/4° MIN. .• /h��4� 8EE CHM , SHT. 1 2.093' MIN. .DTs DETAIL 8. P-HOOK WOOD INSTALLATION WOOD ANCHOR SEE ANCHOR NOTE 2, SHT.1. ANCHOR MY, FROM TABLES 1-3, SHTB. 7.9 PERTABNTO THIS ANCHOR LOCATION, DETAIL T. P-HOOK CONCRETE INSTALLATION 2.893° MIN. 170THdINOLOGNOIBVE NOKOMIAFL94271 P.O.BNAM A NOKdA IAR.SI21A SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 13, SHTS. 7.9 PERTAIN TO THIS ANCHOR LOCATION, ANCHORAGE DETAILS M. N. 0, P.Q &R = r< Ir a886 1►«w••ol. 1 -161 • fl- aw •ttt.Yr a. SERIES 77OALUMINUM SOD - LMI e P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS WOOD FRAMING 1 3/8" MIN. 1" MIN. 1 3/4' MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATEDMID•SPAN BETWEEN P-HOOK INSTALLATION ANCHORS WOODANQIOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 14, SHTS. 74 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION $91 -r - --+t p PANEL II 1 TYPE ai F 'QS' gag I a i i , 6a a a 1 11 a�1 .ai . L— ._...d. PANE. TYPE 'AS' / .. 1I1 PANEL i1e TYPE ; • 'A' Tin / I i i 1 I ib aw 4le,mmm.sm4$i,mmmmmma _ PANEL TYPE 1c SEE NOTE 13, SHY. 4 . a OE;TAIL YAM; l8, ANCHORAGE DETAILS 'A' &'C', 814T. 13 DLO WIDTH. NOM. PANEL WIDTH - t• A-DETAIL 'U, SHT.18, DLO HEIGHT a NOM. PANEL HEIGHT - 8.26" ANCHORAGE DETAILS 'E' & R3', SHT.13 XX 90° CORNER XX (2 TRACK INSIDE 90° CORNER) mfr *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES WIIFl1 G�"'1"° NO CHANGE THIS SNOT ° orosia /11RNIaMIDDbaoMISI78 PER Daosaoa eNTs SEE CHART, 31.1T.1 « °NCRErE / MASONRY (GROUTED BLOCK ONLY) 1 1144MIN. E.D tit'{M'1 -A SEE CHART, SHT.1 1 SEE ANCHOR NOTE 2, SHY. 1. ANCHOR QTY. FROM TABLES 1.3, SIiT3.7 -9 PERTAIN TO THIS ANCHOR LOCATION, 2.693' MIN. DETAIL NN, P-HOOK FOR BOX RISER CONCRETE INSTALLATION EFAIL'EE. BHT. 19, ANCHORAGE DETAILS 'N' t' & P', SHT.14 L�. DETAIL 'SW, NT. 19 EXT DETAIL ROC', SHT.20 HORIZONTAL SECTION Be 810X 1,80" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL muuwernmois rapittri■ Wks* .-IDI . /9 Sown sart OXIMMWMOWNME NOMAKRACM 1 NOVOWFL3074 ANCHORAGE D E TA I L S /EXAMPLE ELEVATION SERIES 770 ALUMINUM SOD- LMI PMT0002 *0t %YEN '1411rin�ii *Jo.6B1 OL- t''�,S/O)N�tA1L,.�` A.11.`144 M:uaP.6. PE.66105 DETAIL VC', SHT.19- ‘1_,DETAIL'PP, SHT.19, ANCHORAGE DETAIL & DETAIL 'ES, SHT.18, 'P', SHT.14 ANCHORAGE DETAILS 'N' & P', &HT.14 ,-DETAIL 'B8, SHT. 19 NOtEg PANEL TYPE 0 PANEL TYPE PANEL TYPE 'D' SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT. 18 r.� DETAIL 1.e. BHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT.13 PANEL TYPE y SEE • NOTE -"� 3 x MAX. HT. SEE DP TABLES J DETAIL '111, SHT. 18, ANCHORAGE DETAILS re OXXX (2 TRACKZ & MT. 13 EXAMPLE • 1 SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE 8EE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -18 FOR ANCHORAGE DETAILS. 2. DLO WIDTH o NOM. PANEL WIDTH -7' DLO HEIGHT a NOM. PANEL HEIGHT -8.28° 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. A p 9y 19 .....=........ 1 s TYPE I PANEL 1 'A' 1 f`8' ' 1 i -4 ; 4 1 C 1 ' 1 t I 'dmm,a�,ai+laaaa�am _ �_ MA H1 DI TABI I PANEL TYPE VS' 4 i PANEL TYPE 1C ; No I 3 -- maa�eaz aim i SE XX 90° CORNER XX (2 TRACK ANCHORAGE DET�'A s''' 90 °OUTSIDE CORNER) - EXAMPLE & sHT.13 DETAIL V', 811T. 18, r ANCHORAGE DETAILS 'A' & 'C', 8HT.13 )r-DETAIL 'EE, SHT, 10, ANCHORAGE DETAILS'N' &'P', SHT.14 ) DETAIL 'BB', 314T.19 DETAIL 'JJ', 014T. 20 EX„�T HORIZONTAL SECTION A-A 10 DETAIL 'CO', BHT. 19 tDETAIL'DO', BHT. 19, ANCHORAGE DETAILS 'Q' &'R', SHT.14 �- DETAIL 'BB'. 314T. 19 DETAIL'AA', Slit ANCHORAGE DETAILS 'S &'T', SHT.14,'MM' &'NN', ENT. 18 DETAIL p' BHT. 18, ANCHORAGE AX. IT. LES J UNDER SEPARATE APPROVAL PANEL TYPE 'R' , PANEL TYPE V SEE NOTE —`- 3 PANEL TYPE 'M' PANEL TYPE 'F' OXXXp (3 TRACK RIGHT POCKET) DETAIL W, SW. 18, EXAMPLE ANCHORAGE DETAILS 'P &'H', SHT.13 JJ 10/11/11 `°° NO CHANGE T I$SHEET 8MO DETAIL 'BB', MT. TO - DETAIL 'HH', MT. 10, ,. ANOHORAGE DETAILS & '0', 3HT.14 DETAIL 2, SHT.18, ANCHORAGE DETAILS T &'J', SHT.13 PANEL TYPE 'M' / PANEL TYPE PANEL TYPE ,F• PANEL TYPE ,K, MAX. ii DEE SEE it TABLES 3 XXXX (4 TRACK BY -PASS) ANCHORAGE DETAIL81'K' EXAMPLE 814T. 13 &'L, BHT. 14 r1001/CTREY1B P saplpybglossI wrie a, AwmplosseNs —101 • .� ittormiso Moe 7. MD ORWE NNROMB, R 80 rt$W4 EXAMPLE ELEVATIONS ,i�ulutr, ,%0 LYNN `�� • aCENSF * * r No. 58708 * •13 EWE T0< ,`SS1ON`'1I�4i- Lrt'uViiI1.W P.E. P.E.k 58705 SERIES 770 ALUMINUM SOD - LM! PANEL LETTER PANEL LETTER R 10 cou0 Mac T m9 s Marcus RXED SEIGLE INOCK LOCI FEED LOCKSflLE SINGLE hYTERLOCK LOCRST/LE ASTRAGAL OUT ASTRAGAL eLL LO FIXED NSTILE M CS LOCKS ILE wawa SINGLE INTERLOCK CQ; LOCKSTILE s Pu7 FIXED LOCKSTEE cC1 A�GAL sc QS fizz S#YGLE INTERLOCK ettb COINER LOCKSTKE L. FIXED LOCASTILE �1 ASTRAGAL IN SQ RECEIVER INTERLOCK SAVOLE E33 SMIGLE max our INTR OCK �--- LR ASTRAGAL pun our OUT NASTRAGAL Mom CSNOW INTERLOCK McKma B F ASTRAGAL OUT AS RECEIVER an SINGLE INTERLOCK SA CI LOCKSTcE • SINGLE INTERLOCK CORNER LOCKSTBE d SINGLE ASTRAGAL sINTERLOCK `: INrERtoOK SINGLE trb IC SINGLE gt13 iNTERLOCK CF CORNER RECEIVER ea INS i., mi SINGLE c B Eck K U C RELIEVER CORNER COMER LOE FIXED LCZ LOCKSflLs FC PP FEED LO LE RECEIVER ENGLE INTERLOGIC 1E1 ASTRAGAL OUT ASTRAGAL SINGLE INTERLOCK LOCKSflLE Raxouq Revel* aW J.J. 10/11111 Rewuge vie Map Data �urE,oe 08108109 LOCIO lLE ReeCNowt Rem ROWelea A NO CHANGE THIS SHEET LOCKSflLE LOCKSfLE LOCKSTILE LOOKEDLE INTERLOCK ASTRAGAL OUT RR 1p LOCK8T7E > LoC�TL Ica INCERLD0K NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. '0` INTERIOR PANEL TYPES) EXTERIOR MOM WARP a,.wM..or. \ -10t ,•I+i- tkoralerMMe uiu r PERLMANDADEcaws= iamTEONNaoyyoA,E Nowa, PL 8127$ IKE NOKOME FL SON pitTPANEL TYPES SERIES 771 MLUMINUM SOD - LMI worm NTS 17 s 23 PGT0002 <<i1tll[III', * : No.58706 a. ----0;.'... .,tom!?.•• �d., '�'' eiii �N'��AL A.LYNNU ,P.E PM* UM SILL RISERS OPTIONS �4L4RH BOX SILL RISER LOW BOX SILL RISER MEDIUM 80X SILL RISER HID/4130X SILL RISER DETAIL 'LL, SCREEN AT HEAD DETAIL'MNT SCREEN AT SILL FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER ISSN FLAT SAJ. RISER FIXED PANEL SHOWN m ow low O , -�I DETAIL W .DETAIL'r NO CHANGE THIS SHEET FERN/an imeoomme s MADECOMMENTS Celt VERTICAL SEC77ON DETAILS my SERIES 770ALUMINUM SGD - LM! We eat Aloft& Sono NTS 18 d 23 POT0002 DETAIL 91' ATMIDSPAN DETAIL'FF' (FIXED PANEL) DETAIL 'EE' DETAIL TIM SCREEN MAMA AT MIDSPAN DETAIL 'DD' (FIXED PANEL) ATMIDSPAN DETAIL 'GO (FIXED PANEL) NO CHANGE THIS SHEET PERMNstreoEQObAws rratimmioszcommors HORIZONTAL SECTION DETAILS SERIES ,7'7'OALUMINUM SOD- LM! iffiluabfatr told OW Orsatign 80D;743 NTS 19 of 23 PST0002 0 Q jai 0 DETAIL'JJ' DETAIL 'KK' 90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) HORIZONTAL SECTIONDETAILS, CORNERS SERIES 770 ALUMINUM SOD - LMI 20 a129 PQTD002 i TTEU POT Dm. A• 1 17395 2 17303 17308 . 1731 8 17314 17317 7 17304 8 17301 a 10 17310 11 17313 12 17316 13 17318 14 17306 16 17302 18 17308 17 17311 13 19 20 21 17322 17318 17321 17318 22 17386 23 17364 24 17320 26 17323 POT. 617306 617303 617309 617312 617314 617317 817304 617301 817307 81731, 817313 817316 817318 017308 817302 617308 617311 817322 617319 897321 817318 2•TRAGI4 HEAD 2 -1RAd( HEAD WITH SCREEN RAE. 3•1RACK HEAD 4 . HEAD FRAME SCREW COVER FRAME READ/JAMB MOON 2TRACXOIL O-IRACK SLL MINH SCREEN RAIL 3•IR CK SLL 4- TRACKSLL FRAME ELL TRACK O12ERT FRAME SILL 8OREEN ADrfON FRAME SILL SCROEM ENDADD•ON 2 IRACKJAMB 2.1RACKJAM3 Won SCREEN RAIL 3.7RACKJAMS 44RA6( JAMB 28 17333 27 7070 • 28 17384 20 17335 30 17348 817920 817323 617333 87070 617514 617335 617346 SILL RISER • MED FLAT SIT. RISER • MED HOLLOW SILL RISER - NIGH NCIU.OW SILL RISER •HKOHFLAT POCKET DOOR P-! K N E O P R E N E BULB WS1P FOR P4 •K 'Leif , :OR • *ire MCI MOON OOVMR DOOR NAL PARTS INOTSHDWN IN L7RAIN8NO) P • 4316 40 41 42 43 45 46 47 48 48 61 82 83 88 1. 202 203 204 288 8162 4428 4317 4318 608 608 4344 812289 7LOCKWOSK 17349 1692 1894 1728 1728 41818 61162 812280 812257 78RAZ 78RAX 84344 817340 81892 81694 61810020 BOXRt8 OMREEN BIDE RAL - LOCK811LE SCREENLOCIO3ET SCREEN KEEPER SPACER SET SCREEN IN IER1.00K ADAPTER SCREEN RUBLE MNMERL= SCREENSrOP RAIL SCREEN9O7TOM RAIL STANDARD ROLLER STANDARD ROLLER- SL S1L SCREENA8119AON OXQ SCREEN A8TRAQAL ADAPTER SCREEN SPLINE -.105 SCREEN SPLINE -.160 SCREEN CLOTH 112 x VW MING MOCK 1'X4• X1/10' 8mw0 BLOCK GLASS 7118 LAMINATED H -HTPVB GLASS 8/18 LAMINATED tow pVB MASS MS LANARK= / 7-N7SCW OLABS 8118 LAMINATED H7447SOR. NOTE; ALL ALUMINUM = 8083 -T8 Arm_q, fi/1f C NOCNANOETHT88HEET weuer Suck &Moor njen a: WO jini PER fiFeGf31C0A0epa8 8Ma 11/8113 A FERAOAABAAD1100AR1ER18 n aoranSM 0069 PIA 6182 REM 80 P07 Dwg. 8 84 06 07 68 86 70 71 72 13 74 75 78 77 78 79 80 81 82 17326 17315 17327 1225 1728 17326 17320 17338 17324 17980 4098 8163 8183 8188 17388 17357 17380 1224 POT. 617328 617328 617327 07P248 71729 817328 Dee011p6on PANELST18 PANEL BTA.E (HEAVY DUTY) Ov(¢RLO%A IAP1DR VINYL BULB W87P. • MIN pampa INTERLOCK) SILL END WEATHERSTRIP PAD INTERLOCK 8ciEWOMR 617328 , 817339 6173.4 417380 71686 78153X 78163N SILICONE 781604 71032X1FPFX 7103236 817318 817387 617366 817380 81724710 IOTAPE ASTRA0AL HEAVY DUTY ASIRAON• TOP 913077031 Mt. WEATHERSTRIP EXTENSION (341ECfl0N MOLDED) 1112" Xi °X314.1OOHFIN SEAL RUSTPLU08 TANDEM sr. 81L. ROILERASSY. TANDEM NYLON ROLLER ASSY. DOW 199OR095 GEMINI MORTICE 3•PLY DUAL LOCK W/LONO TRIM PLAIT? 910,92X1" FL 68 SCREW 1/4/ TYPE °F"71P 10.30 STEEL ANC U -NUT 3/168 1/4 OGEE BEAD HORMITAL 1°K4 BEADHORl2ONTAL 718 EEADIVEZDNTAL 6/18 BEAD 1013120147AL VINYLLIULB WEATHERSTRIP 1/2"X110" 8940LE SIDE ADHESIVE TAPE FOR IS BEAD 100 81382 48052 ROLLERADJ. HOLE PU3 211 72097 JAMB BUMPER 102 MBB 71696 DUST PLUG • 103 8188 7899614 1" KEERoR 104 853 78DKEEP ,BCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL OLP -S° LONG 100 17362 817382 EXIERORppm PANEL RB1A6iER 107 1738 71739 HANDLE KIT - Ii41ERIOR RAISED WITH THUMB 1URN HANDLE KIT - RAIBECIEXlETBORHANDLE 108 1740 71740 109 1731 781625N HANDLE KR +RECE888D IN1ERI011 WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 7 1 0 7 3 4 P p 8 D A X #1OX3M" PH. PN. TEK- &8. 112 1235 87818 WBTP, •270X.170- FIN 8EA1 113 1712 84088 .1877X.2.90FINSBAL 114 710X116PPX #810X11/2° ' 115 71INPPT #810X1° 118 7210(1X #1440 X 1. 8% Olt 117 7201612I( 81480 X 1.r 8T. SYL 118 17338' 817330 CORNER RECEIVER 119 17337 817337 OUTSIDE CORNER AS7RA6AL 120 17336 6117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATED 10! SRN - 7161WI6OVATEDHr4OTPVO 211 CRASS LAMINATE D i 1l47.716A6147E13 FR•FTTPV9 LAMINATEDIO MOT -MO LAMNA7ED HT-HTSOP 213 OIASS LAMINATED 101/4T- 718 LAMINATED HT-HT BOP 1070 TIONNJ100VLY M N0XOVfB,FL34271 PrIX NOX MIA fL342Y4 PARTS UST SERIES 770 ALUMINUM SOD - LMI 879 21 a 23 ' 7[#70002 10 PB�DUC1'8U89� g ��vettIkeP14I18r Me+euee 171 161$• ICJ P MSTIIEIe "118w434_ 1 0.082' 1.303' 0.328' 0. 1.080' ) NTERLOCK SCREW COYER FRAME SCREW COVER GLAZING BEAD (SINGLE) (5) MAT'L; SQBSi -T8 (5) MATL:8063 -T8 (78) MAT'L: 6083 -T8 0.233" 0.062" P- ROOK SCREW COVER (29) WTI: 8003-TO 0.782° 801 TRACK (11)agAT1,p 8083 -'f8 3.979" 1.003' 0.080' 0.080° 0.757" GLAZING BEAD 0.G.) FIXED PANEL CUP (79)MAT7.:808348 (108)MATU 6063.78 3.978" 0.709" 0.05? 1.182' II R 0.8504 1.739' �I FIXED &WEL RETAINER INTERLOCK (108) N M: 4348 (62)MAT'L: 6083 -T8 1,888' 1.848" 0.082" 0.798" P•HOOK FOR BOX RISER (30) MAT'L 9083 -18 0.128" 8TANDARDASTRAGAL (87) MAT'L• 8083 -T8 4 1.304' 1.8° 0.082" P.HOOK (28)MAT'L: 8083.78 0.780' 4.088° 3.25' TOPIBOTTOM BOTTOM RAIL (89) MA714 5003.16 -.y 1.872" 0.780" o.oa 3.128° STANDARD BTU (80)MAT'L• 8083 -T8 1.o19` SCREEN STILE. 0.082' ��+- II (40) MAIL: 8083-T8 0.082° 0.750° PLUB81 FLAT SILL RISER 08)MAn:80&9-75 0.052" 3205" 0.281' HEAVY DUTY ASTRAGAL (88) MAT'L:8003 -TS HIGH BOX BILL RISER MEDIUM BOX SILL RISER L BOXSILL RISER (24) MAT L: 8083 48 (23) MAT'L :8083 -T6 (21)MAT'U 6063 -T8 J /H NM:HANCE THIS SHEET SRO EME 00/08/09 P•HOOK MO1JW NG ADAPTOR - - -- 0.232' 3.958" 0.oer - -fl 0.082' --►%I 0 .082" -►'� (� 19) MAT'L X18 L(20)MAT'L• 8083 -18 MED. ) MAT'L:6003.16 HIGH 25) MA7'L• 6093 -75 (29) MAIL: 008348 ntQUIXTRIVONO 41"Rlel! espinfir tUUIIUi 10707ECHNOLOGYMAC AramAN.3470 P160B RL80R74 EXTRUSIONS SERIES 770 ALUMINUM SOD - LMI e-e aawo fmanors warm NTS 122 if 23 I PGT0002 0.081" - T AC C BEAD W S REEN IRA (2) M ATL 6008-m 7.106' 1.211" 0.081' 3 -TRACK HEAD (a)MAT'L:6083•76 9.142" L 1 1.806" u w Ilf U d ri to 0.080" ...f 4 CKBILL (10)MAT'L:6 8.629" If?l'- Lc 1.211" Aso �4- CK AD' 0.081" - (4)MMAi'L:8094- 5.621' a 1.6' 1.498" 0,080" (9) TL' 9083 . 8 8221' 1.908" 1.048' 0.062" SCREEN TOP RAIL (48) MATL:6083.T9 0.878" 0.082" SCREEN BTM. RAIL (40)MAi'L; 0083 -T6 111r - -LR 0.080" 2-TRACK / SCEEEN TRACK (8) MAlt:808< T8 1211° ( 0.08 4.49' 1.808' cn AT1.: 806346 1.03' • 0.080" INSIDE CORNER ASTRAGAL (120) MAT'L:6083 -1' 8.821" OUTSIDE CORNER ASTRAGAL (119) NAT'L:6003 -TB 1010 TECNIOLOGY "mown Sam M0l pfr 0.081" 2.828" (10) � 03-TO CORNER RECEIVER (116) MATL:8093 -T8 2 -TRACK JAMB (14)10AT'L:6963.T6 1.36' 0481° 9.141" 4- TRACK'JAMS (1r) MAT'L:Bsati•T6 EXTRUSIONS SERIES 770 ALUMINUM SOD - LMI •uNM6 & mtr eewe - tonNCrb, 801070 I NTS 123 •23 1 PG70002 2-TRACK JAMS W/ SCRI N MK (18) MATT.: 6083 -76 mama alma) �e11 -10 I •1 y5' DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to . perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately`revoke, modify, or suspend the use of such product or material within their jurisdiction: PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA-740" Aluminum Projected Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Windows, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 02/24 /03 with revision "0" dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large none and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wynv,miamidade.aov/pera/ displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or -its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-41709.16 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1110.17 Expiration Date: November 06,2013 Approval Date: February 02,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • (Submitted under previous NOA No. 03-0514.10) 2. Drawing No. 7052-7, titled "Alum. Projected Windows, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated. 02/24 /03 with revision "D" dated 10/25/11, signed and-sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 s; 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3728 and Jrl'L -3724, dated. 02/28/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0514.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08 -0709.16) 2. Glazing complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. . for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC 2010, dated 10129/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27.001 of the F.B.P.E., dated 10/07/11 signedagd sealer by Anthony Lynn Miller, P. E. E--1 Jaime D. Casco i . E. Product Control Section Supervisor NOA No. 11-1110.17 Expiration Date: November 06, 2013 Approval Date: February 02, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Statement letter from original engineer stating that there are no changes to the product and that it conforms to the FBC, dated 06/26/08, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0709.16) 5. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 05/12/03, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 03- 0514.10) 6. Laboratory compliance letter for Test Reports No. FTL --3728 and FTL -3724, issued by Fenestration Testing Laboratory, Inc., dated 02/28 /03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0514.10) G. OTHERS 1. Notice of Acceptance No. 08- 0709.16, issued to PGT Industries for their Series "CA -740 Aluminum Projected Window — L.M.I." approved on 10/30 /08 and expiring on 11/06/13. E -2 Jaime D. Gascon,Pa E. Product Control Section Supervisor NOA No.11 -- 1110.17 Expiration Date: November 06,2013 Approval Date: February 02, 2012 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16 "•LAMINATED GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/18° HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116° HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB, E. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED GLASS AND (1) 5/16° LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16° LAMINATED COMPONENT COMPRISED OF (2) UTES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X CASEMENT WINDOW MAY ALSO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION, A CONFIGURATIONS OPTIONS O X X NOA DRAWING TABLE OF CONTENTS SHEET 1 2 3 4-6 7-8 9 EXTRUSION PROFILES..... .......... 9 -10 PARTS LIST 10 ANCHORAGE 11 NOTES GLAZING DETAILS ELEVATIONS. DESIGN PRESSURE TABLES SECTIONS CORNER CONSTRUCTION FOR FIXED WINDOW DETAILS PLEASE SEE SEPERATE MIAMI -DADE NOA (POT DRAWING 70455 -14 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 PAX. NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X": MAX. 8° FROM CORNERS JAMBS "OX": MAX. 4" FROM "0° CORNERS MAX. 13° 0.C. (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4° & 7" ON EACH SIDE OF MEETING RAIL MAX 8' FROM °X° CORNERS HEAD & SILL: MAX 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 11 FOR APPROVED ANCHORS. 114' TAPCONS OR 1/4° SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 8. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HYHZ). FA D.o as atm* 0109!03 6 REV93E DF NOTE SAND ANCNONWOE N07E 4 08/07108 palm 10115110 • 0212 C OD/F/EDNOTE • 0 FIR?ROI CODE CNANO8A /D OAP TOYMP FOR ST RULE ark I WO TECHNOLOGY ORME NOKOMf3,FLNM F.R !� N ,7134874 Viet* NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT C -740 NTS 1 " 11 I°�°� 7052 -7 PRODUCFREVISED as YhB thealW Maids Building Cade 4 I 0., g Vfaml 1/8" ANNEALED GLASS OR HEAT -4-- .090 SOLUTIA OR DUPONT PVB INNER LAYER _ STRENGTH GLASS i-�-• 1/8" HEAT STRENGTHENED GLASS .66" NOM. GLASS BITE OUTSIDE 00 3/8" AIR SPACE 1/8" TEMPERED GLASS ----► 6/16° LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1 /8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/1'6" ANNEALED OR 3/1W HEAT HEAT STRENGTHENED GLASS _. i"— STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL Rmap. ^ FA f07f11/00 BNOCNRNBETH!9MEET Raman Soft ROOM 40. 09/0403 G NOQMMGET1101110 T am* Vete .?1 404444 Rainbow QIANOFOIGCAPTOTUP. FOR 90'RULE mv"e,: Beta max D 1 F.IC OZ.4/03 L.1 .65" NOM. GLASS BITE 9979TEW NOLCQYVRAIE Noma IX 9898 vxf84 ffiR.ST4 GLAZING DETAILS ALUM. PROJECTED WINDOW, IMPACT e.eMema a" "eva" CA-740 aNTS 12 anac .1 11 I a 7462 -7 ID +°.• . GENSg�' RR' i * : No. 58705 • '* 7O• . � 87A Of y•. LREAMSE. 4" MAX, SEET MID -SPAN ANCHOR 4 DETAIL TYP. (4) 80" MAX. WIDTH 53" MAX. DAYLIGHT OPENING == ==== = ==- aa— a == ==a= 13° MAX Q.C. SEE MEETING RAIL DETAIL Eza�° 8" MAX 11 .1Ea aaa.= - taa =- aaaaaa 59" MAX. FIXED 52" MAX. DAYLIGHT OPENING aaa 973/8" MAX HEIGHT 313/8" MAX DAYLIGHT OPENING In 1 MA 4' --�'I k ' -1 -13" X Q.C. wi amteys jJc 0 iota 1 (12/14443 ELEVATION W - "OX° (SEE SHEETS 5 & 6 FOR PRESSURES) Ratatata NOCKANGE MEET DA:V W ALL ITCOMP010008 4" MAX MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) ANCHOR LOCATION TYP. 1 1/2° ANCHOR LOCATION TYP. 80° MAX WIDTH 53" MAX DAYLIGHT 0- NNO 8" MAX SEE MID-SPAN ANCHOR DETAIL TYP. (4) MAX 3" •— CENTERLINE 1 1/2' MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) : 38 3/8° MAX HEIGHT 31 3/8" MAX DAYLIGHT OPENING 4' —1 f" 13' MAX O.C. ELEVATION "3' - "X" (SEE SHEET 4 FOR PRESSURES) er O Cimahld 1'101 THIS SHEET DO. 1�71,T f A 8W7B 1=1:271 wsbly Netter ELEVATIONS ALUM. PROJECTED WINDOW, IMPACT eeerro"c lase, at.k „*. 0A•740 NTS 3 aft I � 7052 -7 sa 1Y da04 a mama .t. ��St1111 t1i/)! /, • ON.(i fluid !lite 11, f t • No. 69705 a'ql1F0 lei . �'�icSS /ONA� -� •• !1111 1111l� NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. am"F cm" Ratko F.K. MAW B REVISED ANCHORAGEANDNUM &mop Win wee= O.G. O8412VB C NO CHANGE TH79SHEET .14, NO CHANGE T}tl38HEET F.K. Dahe 1011 ,brifra n mr, 1070TBOHACLAGYDRIVE NOKOAO$ Ii84�7B NOMAB,FL 8214 Nor DESIGN PRESSURES "X" WINDOWS ALUM. PROJECTED WINDOW, IMPACT Vtvi* Bette. " ° 1 14 ireem 04740 ,f 11 7052-7 D x OI 141 (i ©7 C1117 COMPARATIVE ANALYSIS TABLE 1. "X' WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: A. 5/16" LAMI (1/8" .090,1/8"M$) FTL -3727 VENT HEIGHT 17.000 18 000 21000 24.000 26.000 30.000 33 000 36.000 37.000 38 375 IWINDOW WIDTH 24.000 A , 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 28.600 A 70.0 -75.0 70.0 -75.0 70.0 -75.1) 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 30.000 A 70.0 -75.0 70.0' -75.0 70.0 76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 38.000 A 70.0 -75.0 70.0 -76.0 ' 70.0 -76.0 70.0 -76.0 70.0 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -73.7" 70.0 -70.4 37.000 A 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70,0 -76.0 70.0 - 73.7 70.0 - 71.2 67.9 -67.9 43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.2 4382 80.4 -60.4 59.0 - 59.0 57.2 -57.2 48.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 68.4 -68.4 69.4 - 59.4 54.3 -64.3 52.8 -62.8 61.1 -51.1 63.126 A 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -76.0 70.0 76.0 80.8 -80.8 54.8 •64.8 48.8 -48.8 47.2 -47.2 46.6 -45.5 57.000 A 70.0 75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 58.5 -58.5 51.0 - 61.0 44.8 - 44.8 43.6 -43.6 42.1 -42.1 80.000 A 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.9 582 -58.2 47.5 -47.5 42.2 -42.2 41.1 -41.1 39.7 -39.7 GLASS OPTION B. 6/16" LAMI (1/8"HS,.090,1/8°HS) FTL 3727 ALL THE ABOVE SIZE COMBINATIONS, I 70.0 -76.0 GLASS OPTION C. 7/16" LAMI (3/18"A,.090,3/18"HS) FTL -3724 : ALL THE ABOVE SIZE COMBINATIONS : 70.0 -90.0 GLASS OPTION E. 13/18" LG. (1/8 "HS, 3/8" SPACE, 5/18" LAMI W/1/8"1-16 611/6" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS I 70.0 I -76.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. am"F cm" Ratko F.K. MAW B REVISED ANCHORAGEANDNUM &mop Win wee= O.G. O8412VB C NO CHANGE TH79SHEET .14, NO CHANGE T}tl38HEET F.K. Dahe 1011 ,brifra n mr, 1070TBOHACLAGYDRIVE NOKOAO$ Ii84�7B NOMAB,FL 8214 Nor DESIGN PRESSURES "X" WINDOWS ALUM. PROJECTED WINDOW, IMPACT Vtvi* Bette. " ° 1 14 ireem 04740 ,f 11 7052-7 D x OI 141 (i ©7 C1117 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. RUMEN O.G. fSl 0786 Redder 9 Rolidain c Rend Dals, R da= .61 18Rb'ff 0 REVISEAHOHORAOEAND NOTE NOf HAHEE THISSHEET HS 70 DIP IH W44RT D Fre 3 D okatep Dtlet f6RI M gNOL0GYCRP NOKOMIS, FL $1215 P�f6 9 (18094 � Wm* Raw DESIGN PRESSURES °OJ(R WINDOWS ALUM. PROJECTED WINDOW, IMPACT ammo ask NTS 5 d 11 7052-7 Rm+ x PRODUCTRIMED as (emptying with the Florida Wham Code AtCeptalle0 - 1 p° /Z./3 • ■■.■■• .I,IIT -+ i ....._...- na P.Ef 11705 COMPARATIVE ANALYSIS TABLE 3• "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,FTL 3727,FTL3728 GLAZING OPTIONS: VENT A. 5/16° LAMI (1/8°A,.090,1/84S) FTL-3727 B, 5/16" 1AMI (1/8°HS,.090,1/8 "HS) FTL -3727 C. 7/18° LAMI (3/16°A,.090,3/16 °HS FTL -3724 E. 13/16" LG. (1 /8°TMP, 3/8° SPACE, 5/16" LAMI W/ 1I8°HS,118°HS) FTL -3728 FIXED HEIGHT HEIGHT UP TO 26.000 30.000 : 000 2.0++ 38. 5 44.000 60.625 nai0111 000 3 +00 38.375 44.000 50 626 69000 24.000 B,E + + -75.0 70.0 W] 70.0 IEM 70.0 75.0 70.0 -75,0 70.0 75.0 11013 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 70.0 -75.0 -90.0 70.0 lip -75.0 ILUI - 75.0 70.0 78.0 70.0 75.0 Locum 70.0 cumuli -75.0 70.0 -75.0 70.+ -75.0 70.0 -75.0 70.0 -75.0 28.600 mg CUED II i A 70.0 -90.0 warm 70.0 -90:0 uicajummulcullum -90.0 a + .0 70.0 80. 0 70.0 - 90.0 70.0 -90.0 ++ -75.0 70.0 1:01.1 70.0 1• + 0.0 - 5.0 70.0 78.0 Komi 70.0 IE1] 70:0 -75.0 70.0 78.0 70.0 -75.0 70.0 -7• `0 70.0 70.8 -75.0 -90.0 70.0 Wilma -78.0 70.0 -75.0 70.0 -75.0 70.0 + �] + + + Q�� 70.0 -75.0 + + �$]�� + + ® 78.0 70.0 76.0 70.0 -75i0 70.0 76.0 30.000 kallull 70.0 .0 &BEM IEUILMItal -90.0 MAUI] ++ -;e0 0.0 -90.0 70.0 -90.0 70.. -90.0 B,E 70.0 -78.0 70.0 -76.0 70.0 cm 70. + 78.0 63.9 -63.9 m] -57.0 70.0 75.0 70.0 -78.0 70.0 -76.0 7 +.0 -75.0 63.9 43.9 57.0 -57.0 © • A Em LUCID WE 70.0 -75.0 78.0 70.0 ED - 75.0 -90.0 70.0 IELLIE23 -75.0 +.0 45.0 Lli 78.0 cil3 75.0 70.0 Rim 70.0 -76.0 70.0 - 6.0 7 +.0 7..+ 7' • 78.0 70.+ 75.+ 3.3.0001M1 70.0 -90.0 Lim -90.0 111:1 -90.0 EncialikatEdinag -9'.' 7 +.0 -90.0 70.0 +.0 70.0 - -0.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 - 51.1 43.0 - 43.0 70.0 -76.0 70.0 75.0 70.0 -7..4 59.2 -59.2 51.1 -51. 43.0 - t + + - 76.0 -90.0 70.0 Lmcalicalcag -76.0 70.0 -75.0 70.0 -75.9 70.0 -75.0 70.0 76.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 .0 75.0 37.E 70.0 -90.0 curmcjacuitammcim -90.0 Lai -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A uu C imp 70.0 75.0 75.0 7 0 . 0 mica] 75..0 ] 87.9 F; lm 57.8 -57.8 Liu -49,8 41.9 41.9 L11 - 78.0 70.0 75.0 87.9 •67.9 • .8 - 67.8 49.9 49.9 41.9 '.41.9 70.0 11Ej +.0 -75.0 70.0 Ell 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.+ 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -90.0 'M em : + + + r ;7r + 7+ r -90.0 LEI -90.0 LIME, Irr+ + ; r r + + -80.0 EU -90.0 0.0 -80.0 70.0 -90.0 70.+ -90.0 43.000 A f 70.0 75.0 70.0 -71,1 67.2 cgiti 60.7 -60.7 82.8 liala 44.4 .44.4 kg1LI 75.0 70.0 -71.1 57.2 -57.2 +.7 -60.7 62.6 -52.6 44.4 -44.4 70.0 -76.0 70.0 CLUIEMIE11 70.0 -75.0 70.0 -75.0 uicankim 76.0 70.0 -75.0 lum -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7..8 C LE - 0 0 . 0 70.0 - 9 0 . 0 70.0 -90.0 70.0 - 9 0 . 0 70.0 -90.0 7 0 . 0 78.8 LEI •90.0 Ikal •90.0 mg 9 +.0 70.0 ' +.0 70.0 : +.0 + + 48.000 A 70.0 -75.0 1.8 -61.8 81.1 - 51.1 54.4 . 48.8 -48.6 41.0 41.0 88.4 -88.4 81.8 -81.8 51.1 - 81.1 64.4 44.4 48. 48.8 41.0 41.0 B,E /OEM 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75. 0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 Lingua Euggi 70.0 -90.0 + + ga ac ] e + -80. r r + -90.0 LJ -90.0 70.0 -90.0 70.0 - 80.9 68.4 -68.4 53.125 0 70.0 75.0 58.8 468.8 46.6 45.5 49.1 - 49.1 44.3 -44.3 38.7 M• 60. + -88.8 45.5 •45.5 49.1 - 49.1 44.3 -44.3 38.7 38.7 LI 70.0 - 7 5 . 0 70.0 7 5 . 0 7 0 . 0 75.0 7 0 . 0 -75.0 70.0 - 7 5 . 0 7 0 . 0 + 70.0 EMI + + 75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 III ' + -90.0 IELII -90.0 Laallan 70.0 -85..9 + u no a[amm iitaiimumucukup -90.0 70.0 -85.9 70.0 -71.2 ; ..9 -60.9 57.000 A Ell U3 70.0 MEEILMIELIEMILMIEll - 75.0 53.8 -53.8 42.1 421 45.5 45.5 41.2 -41.2 37.3 -37.3 Ej -58.5 La`] - 83.8 42.1 -42.1 46. -45.5 41.2 -41.2 3 .3 37.3 + + ] ium 0.0 -750 70.0 c +] r + -74.5 ulcumulcumum -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 0.0 - :..3 Qt4rIL1 , , :, + r r ;r e + e -90.0 70.0 79.3 68.7 -66.7 56. -56.9 60.000 1U3 A Mira] LULU © 70.0 ra] 80.4 -50.4 Eli -38.7 428 -42.8 39.2 -39.2 35.9 Call Laratal 50.4 Lai -1261 -39. 42.8 -42.8 39.2 -39. 35.9 -35.9 70.0 + + .75.0 cajunalikraguum 70.0 -75.0 70.0 cumLummilm -75.0 70.0 CM 70.0 -75.0 70.+ -75.0 70.0 76.0 70.0 -71.8 70.0 -7 .6 I[ J [a' +jL + + e r + i ; e e + e -90.0 70.0 -74.6 63.3 =x • :. +.0 44.0 GLASS OPTION D. 7/16° LAMI (3118"HS,.090,3/16 °HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 -90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. RUMEN O.G. fSl 0786 Redder 9 Rolidain c Rend Dals, R da= .61 18Rb'ff 0 REVISEAHOHORAOEAND NOTE NOf HAHEE THISSHEET HS 70 DIP IH W44RT D Fre 3 D okatep Dtlet f6RI M gNOL0GYCRP NOKOMIS, FL $1215 P�f6 9 (18094 � Wm* Raw DESIGN PRESSURES °OJ(R WINDOWS ALUM. PROJECTED WINDOW, IMPACT ammo ask NTS 5 d 11 7052-7 Rm+ x PRODUCTRIMED as (emptying with the Florida Wham Code AtCeptalle0 - 1 p° /Z./3 • ■■.■■• .I,IIT -+ i ....._...- na P.Ef 11705 NOTES' 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO TAPCONS OR 114° 884 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. Paw FJC memo Reral8 oa°* Deft WINOS DAM 1o111-11 nos 02124193 REVISE ANCNORA0EAIM NOTE NO CHANGE THIS SHEET HSTO7r4PNORM' non I 10707E 03OLODYDRNE NOM:Wan 9070 P.a eqx 0a Dd1060& FLS4274 ftT DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT ew, m.m 04440 ivrs l e of 11 r6g14 7052-7 0 x COMPARATIVE ANALYSIS TABLE 4. "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,F1L- 3727,FTL -3728 GLAZING OPTIONS: A. 6/18" LAMI (1 /8"A,.090,1 /8°HS)'FTL -3727 B. 5/16" LAMI (118 "HS,.090,1 /8"HS) F11--3727 C. 7/18" LAMI (3116"A,.090,3/18"H8) FTL-3724 E. 13/16° LG. 1/8 "TIP, 3/8" SPACE, 5/18" LAMI W/ VENT HEIGHT FIXED HEIGHT 1 /8"HS,1/8"HS) FTL-3728 34.000 36. 78 26 000 32.000 38.375 44.000 60.625 58. $ +0 26 000 32.000 38 . 75 44 MO 60 625 59.000 24.000 26.500 A B,E 70.0 -75.0 70.0 -75.0 70.0 -78.0 0.0 -75.0 70.0 78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 78.0 C 70.6 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 A B,E C 70.0 -90.0 70.0 -90.0 70.0 -80.0 Ku -90.0 Kugaitiu ='.0 0.0 '.0 70.0 ? +.0 70.0 Empubj -90.0 70.0 -+.+ + + -90.0 70.0 -75.0 70.0 o 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 -70.8 70.0 75. 70.0 - 5.0 70.0 - 76.0 70.0 -76.0 70.0 -76.0 70.0 -70.8 '.0 -76.0 70.0 -76.0 0 70.0 -76.0 Kowa 70.0 g'] ' -75.0 70.0 76.0 7'.0 -76.' 70.0 -76.0 mu -76.0 7'.0 -75.0 70.0 -75.0 70.0 70.' 40.0 76.0 7 0 . 0 ,70.0 - 9 0 . -76.0 WI kiLl - 9 0 . 0 - 75.0 kairmial 70.0 75.0 63.9 -Q0.0 Lai um 57.0 -:'.0 37.0 7'.0 70.0 -90.0 76.0 0.0 70.0 -90.0 75.0 7'.+ 70.0 -90.0 75.0 70.0 70.0 -90.0 -75.0 70.0 63.9 -90.0 43.9 ' + 57.0 -90.0 -57.0 30.000 38.000 37.000 A B,E C A 0.0 -75.0 70.0 75.0 70.0 It,a1 70.0 76.0 70.0 cumin ' 7 .0 70.6 76.0 70.0 76,0 70.0 78.0 70.0 - 5.0 70.0 -76.0 ' + 78.0 70.' 40.0 -75.0 70.0 70.0 -90.0 -78.0 ' + ' + f� -90.0 -70.4 Laj � 80.0 -69.2. iajLaqkajrrqnkmi 81:1 �•��] 80.0 70.0 <'.0 .70.0 QI7I® gamut ' ' -59.2 71.1 80.1 ' ' -•"'.0 .43,0 70.0 -70.4 70.0 -70.4 7'.0 -7d.a' 89.2 -59.2 1.1 -61.1 43.0 -43.0 ,E A =,E 70.0 70.0 70.0 75.0 -•''.0 -75.0 70.0 70.0 70.0 �� , ' likal ' + 87.9 � ' ' -67.9 70.0 QIL] 57.8 J T, , lajIMILIJ ' ' aoj J -90.0 70.0 Ku 41.9 7•.0 -90.0 -41.9 0.0 7. 0 67.9 -78.0 ''.0 47.9 70.0 70.0 67.0 -76. 40.0 clurzmulaiumiumanau 70.0 70.' 6771 blE1 75.0 70.0 -75.0 Kra -75.0 rim gajgmffzixiiwqwigzu -90.0 41.9 70.0 -75.0 70.' witza -75.0 UMW] '] ' , CEW WWI -7 .0 0.0 75.' 70.0 -75.' '.0 wawa! -76.0 70.' -75.0 70.0 -75.0 70.0 90.0 70.0 •90.0 7 0 . 0 - 9 0 . 0 70.0 40.0 70.0 40.0 ' ' 40.0 70.' -90.0 70.0 40.0 70.0 •90.0 70.0 40.0 70.0 80.0 ' + -90.0 43.000 48.000 A B,E 66.8 86.8 86.5 45.6 5 7 . 2 - 5 7 . 2 '.7 -80.7 528 42.8 - 44.4 57.2 -67.2 5 7 . 2 -57.2 57.2 - 57.2 57.2 -572 52.8 -52.8 CM -44.4 C A 70.0 '.0 57.5 75,' -90.0 -57.5 71.. 70.0 57.5 �'� ' 11=gai -57.5 70.0 [ -78.0 -90.0 - 51.1 Lamm MI 64.4 ��' Kal -54.4 70.0 , , 48.6 -75.0 -90.0 -48. 70.0 kajl 41.' -75.0 78.8 .41.0 70.0 70,' 51.1 7 &' 90.' -51.1 0. � 70.' 51.1 - 6.0 -90.0 -51.9 �.0 70, 51.1 Q%�IQ��' ' Lag -51.1 + + uularmisilivatiliadi 51.1 ' TaI'�Glil3'i 70.0 76.0 78.5 -81.1 48.8 -48.6 41.0 -4 B,E 70.0 70.0 -75.0 70.0 -75.0 m' '] - 76.0 70.0 -75.0 70.0 75.0 70.0 78.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 75.0 70.0 76.0 70.0 .0 75.0 C -'.0 70.0 : + ' . ' + u" ' ' ' -90.0 ® ' ' -80.9 W -88.4 0.0 = �.0 0.0 " + + -80.0 „ 1 J ,; 0 70.0 -80.9 (I -88.4 53.125 57.000 52. 4 7 527 - 52.7 46.5 -45.5 49.1 CB= -44.3 La/ - 38.7 45.6 -45.6 45.6 -06.5 45.8 -48.6 48.6 -45.5 44.3 -44. Ejal 38.7 6,5 70.0 76.0 70.0 75.0 70.0 i0l J 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 C A '.0 48.8 _',' -90.0 -48.8 70.' 48.6 EMI@ vaigaili jOlikalrail 42,1 46.5 •46.5 Ifialllyin 41.2 -41.2 EU [ jJ -60.9 70.0 W I -90.0 42.1 70.+ 42.1 •,' ' + ' ' ' ' -86.9 70.0 -71.2 .4 -80.9 .42.1 42.1 -42.1 42.1 -42.1 41.2 •4 .2 37.3 -37.3 ,E - 5.0 0.' Lamm �� ' 75.0 , , , ' I�]��I�� ' ' + - � 70.0 -75.0 , 0 -78.0 70.0 mu 70.0 75.0 70.0 - 5.' 70.0 74.5 C 70.+ - "',0 70.0 + ' LEILEULIICianal W ]I -58.9 70.0 -90.' 70.0 -90.0 70.0 L' + • ' -79.3 88.7 -68.7 [I] -55.9. 80.000 A 481 .4 .2 45.2 -45.2 39.7 49.7 42.8 -42.5 39.2 492 ILULI 45.9 39.7 Waal - 39.7 39.7 49.7 39.7 -39.7 39.2 49.2 38.9 35.9 :,E 7. .0 - 5.' 70.0 gum 70.0 -75.0 ELI 76,0 70.0 Ciajtal - 1.8 70. • -75.0 70.0 - 75.0 70.0 -75.0 70.0 76.' 70.0 7 ;.0 70.0 -71.8 C '.' -, 4 7'.0 -90.0 itaxamuiraimilEallaU -54.0 70.' 90.+ 70.0 - 90.0 70.' .:, + , • cK�1 I -54.0 GLASS OPTION D. 7/16" LAMI (3/18 "H8,.090,3 /16 "HS) FTL3724 • ALL THE ABOVE SIZE COMBINATIONS 170.01 -90.0 NOTES' 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO TAPCONS OR 114° 884 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. Paw FJC memo Reral8 oa°* Deft WINOS DAM 1o111-11 nos 02124193 REVISE ANCNORA0EAIM NOTE NO CHANGE THIS SHEET HSTO7r4PNORM' non I 10707E 03OLODYDRNE NOM:Wan 9070 P.a eqx 0a Dd1060& FLS4274 ftT DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT ew, m.m 04440 ivrs l e of 11 r6g14 7052-7 0 x MAX. HEIGHT (SEE SHT. 3) MAX FIXED UTE DAYLIGHT OPENING (SEE SHT. 3) n jl p I% 1 11 1` MAX. HEIGHT (SEE OUTSIDE SHT. 3) REFERENCE 'tOX' FRAME ASSEMBLY DETAIL, SHEET 9 MAX VENT DAYLIGHT OPENING (SEE SHT. 3) orith,14 �--�� VERTICAL SECTION CONFIG. MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) a.,mey, wmmv FX 10101105 B ADDrfEMB9 RdBie Aft *WOO, DA WOMB DAatEDALL TOCIZIPONEME, raween osa, r. L ioa tt oa,mBg xmlhoc 0 043 NO CHWA18E7108811EET nag I IO107 OGYDRIVE NO10M!9 FL 94278 Plen 13 r U i* Berner VERTICAL SECTION ''OX" CONFIG. VERTICAL SECTIONS aoa ALUM. PROJECTED WINDOW, IMPACT aRV mWe eMek pA4 04740 Ms� NT 7 11 t 7052-7 `1t 1111111i,, evoor '''tr A. Lynn Amer, P.E. P.E488706 MAX VENT DAYLIGHT OPENING (SEE SHT. 3) 00000 0 MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) T Raul* Aft **kw F.K 90$8108 B ADD BEM BB Remep pia lbalelona D•a 0917740 0 DASHED ALLVeCOMPOABM$ D NO CHANGE 71B8SHEET CharkedBy 00000 MAX WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH FIXED LITE rfb L t 1 Read BX AK nide berx 0x/24109 IWO TECHNOLOGY DRIVE BOOM FL BM NDXOM78', Fi. 4 E!cT HORIZONTAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT i ie* Better "44* 0A440 eme 4beC NTS 8 m 11 meaeen 7052 -7 D PRODUCT REVISED es complytoprith Florida Building Coda Acceptance Na t l rei ©.8 4, 1p5 61-*Aalt FssioNA4- A. Lynn rdipr. P.E. P.E.#88708 NOTE: ALL ALUMINUM SHALL BE OF 8083 -T8 "0" FRAME SILL ---•- ��_ = #12x1 PH TEK SMS 97 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE 96 MAT'L:8063 -T6 0 "X" FRAME H Road Ibt .00 rz aft 08102108 "Or FRAME ASSEMBLY DETAIL 08 #8x1 QUAD PH SMS (2) PER CORNER FRAME JAMB SASH FRAME SIDE RAIL #8x1 QUAD PH SMS O (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL a SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .993" „ .040" — INSTALLATION HOLE COVER MAIL: 8083 -T8 DWG# 7007 —11...189" -- 2.139" CSASH FRAME HEAD, SILL, JAMB MAT'L: 6083 -T8 DWG# 7003A 2.919" 2.784" —� I FRAME HEAD, SILL, JAMB MAT'L: 6063 -T8 DWG# 7002A 0 NO CHANGE INS MEET Mika 1406111 nap 02/24/08 Realm 0 packer* RIMMED OROOHED 0"ooMPOHEMa NOONAN:a7f05SHEET Datc INV TECHNOLOGY DANE NON0108, ASSN P.0. BOX INN Nomura N384274 PT Wailb Beta EXTRUSIONS 8 ASSEMBLY DETAILS ALUM. PROJECTED WINDOW, IMPACT "NS"""" *m 81"tr wunpdA aA.740 I N7S 9 d 11 7052-7 PRODUCr RS complying ADVISED with the Flofids Building Cedle AccoptosmoNo 1 DWG 8 DESCRIPTION 002 3002 78 �MEHEAD.SIILANDJAMB x`'15: #8 •UADPN MS 77048K 67003A 781PQA 670171( • 003 X " "X1/8 « • : a► • � PE 7Q3 RASH TOP /S' • AND HI HINGED 155 k8X1QUADPNSM8 11 : WEA a 87X.185 V' t1r 'T•f-IlKINF: ;➢Y.fi�Y7•�rkf:_ii �:.. 4_.i iBuUlyY ` • I fly, WEB 1111111111ir1�L3 n 11111111111-1 1- U ,z Y: YY Tnr�I "Z':,rs.�rl" • « J'T (:.r �3U I Li • 12PPS' ELF ! I PH. PN. S 11EIMINFM«l-I,111111IIYAvx I1 OMNI NMI WI i7{517,WIICEEfruri. 7015 7030 1841 TIEBARG/ 1901 85 .02,31 1 MAXIM PROJECFIID OPERATOR 831:•:• • • :. TOR GASKET .1 : -1.1If N:IrI fIY�YY i7iC�?r�7.�'� ►ry.��rz 11111111 .'. 7MC7023 iCYAiir ; x G; �Ll--- r. HINGE -12 11 flu •i.rrx3r11111 Qilittgpro7r\i51167! 2x WOOD BUCK , (SEE NOTE 3) 1/4" MAX. SHIM —I r- SEE NOTE 2 I 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM r 11/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX SHIM SEE NOTE 1 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK SEE NOTE 4 ,__J 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4° SS4 CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4° ELCO 8S4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WF OSE TOTAL THICKNESS IS LESS THAN 1 1/2°. )x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. rt of Data Rgerakaw AK 118/08 9 REVISE ANCHORAGE AND NOTES w°eop wut D.0. 08 0 Relf0VED All rAM:DORAEDETAILS owe so Dew Raki,= J.J. !8.2Wr! D NO CHANGE 71#8 011606yr bits O1I29Ais ofine� F.K aft 1 ta7o rEcknowor RN& Nacho, 884076 P.O. 'L 34 FL64174 PT 'aly 0A446 ANCHORAGE DETAILS ALUM PROJECTED WINDOW, IMPACT NTS °e mMge�n 11 f 11 7052 -7 PRCOUCTRIAV[Sf3D is complying with the Florida 8utdine Cato A°""N° _ rr%r m• " Fruaatant Loa D DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.uov /Hera!, PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued wider the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suck testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida - Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Outswing Aluminum French Door whvo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets ]through 10 of 10, prepared by manufacturer, dated 02%22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be Int 'tidb*d8t t/he user by the manufacturer or its distributors and shall be available for inspection at the job site •Why ,g�` Building Official. This NOA revises NOA # 07-0629.10 and coif Fnnd'ividence pages E -1, as well as approval document mentioned above. �' The submitted documentation was reviewed by Ishati I. da, (YII_�.rly� ?_l ►7��I�!iIl`Il [APPROVED NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and Last revised on 10 /11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25 /07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME - 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "El. DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 . (Atgo4 'r- Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. " LAMI NOM..t.402"1 CONSISTING OF (1) LITE OF 1/8° HEATSTRENOTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE M IM M PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. C. 7/18° LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS . D. 7/10° LAMI NOM. (.488") CONSISTING OF (1) LITE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2, A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ABTM E 1300-02. 3. CONFIGURATIONS: X, 0 LOC, CO ,Q�C, ms OXX, QQQQ, AND QXQO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE PBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REgUIIjED. 6. SEwWNT; INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0228.08, ANSI/AF&PA NDS -2008 FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., BHT. 2. REFER TO TABLE 2, SHT.'2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. OR EXTERIOR in" Mir B® I �,t 1/2"GLASSBITTE EXT. -1B" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18" HEAT STRENGTHEND GLASS Ferll Fx PJL P.M 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 IN. - 3/16" HEAT STRENOTHEND GLASS . - 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090:P.V6 INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .465 7/18" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS...........1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ, SECTIONS 5 PARTS LIST 6 EXTRUSIONS 0, 7 ANCHORAGE.... 8 -10 CT UMW "Ma So tneclth mo w. 110 •?.. Bri�liMr ttwe 1!: ° no aeuDi L noon novae AS 651417 a P.104711129 FLSWI Vbibb NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT eHNiat air oot P0101 1 Ix 11 d 10 11005-1 0 \\‘` `N-(LYNN 1..• �CENgF''•,F.P ii * No. 58706 i 0�'•.• STA A. La4N �� .,FLpR10P •��ji�`. FL P.E.868705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS, ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITER THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT 18 REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT WIDTH pt WIDTH 88 - 793/4" 7° - 83 3/4" 87 314" 91314" 80 - 95 3/4" 3° 37 1/2" 6° 71 3/4" +75.0 -76.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH +75.01.75.0 SINGLE SIDE LIES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -87.8 +64.2 -64.2 363/4" +75.0 -76.0 +74.9 -74.9 +70.4 -70.4 +86.6 -86.8 +63.1 -83.1 0 WIDTH 383/4" SINGLE SIDE IJTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75,0 -75.01+75.0 -76.01+76.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR IBIDE UTES ONLY 2� APPROVED CONFIGURATIONS: OX, X0, OXO, )0(0, OXX & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT 1S NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, 0, C OR D HEIGHT A WIDTH EN WIDTH 88.79 3/4" 7°- 83314" 873/4" 91 3/4° 2° 251/2" 271/2" 4° 47 3/4" +58.8 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 8° - 953/4" +47.4 -47,4 61 3/4" +64.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 -46.6 +44.3 -44.3 291/2" 653/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 593/4° +49.0 -490 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 26 33.1/2" 64 633/4° +43.1 -43.1 +43.1 -43.1 +41.6 -41.5 +39.3 -39.3 +37.3 -37.3 351/2° 87 3/4" +38.1 -38.1 +38.1 -38.1 +38,1 -35.1 +37.5 -37.8 +36,6 -36.8 3° 371/2" 60 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE O WIDTH GLASS TYPES A, B, C OR D SIDE LITE 10 314" slow AA M rx awls Ale +76.0 -75.0 +75.0 -76.0 +75.0 -75.0 +76.0 -75.0 +76.0 -75.0 12 314" +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 19" +72.4 -72.4 +68.5 -68.5 +66.0 213/4" 273/4" 381/8" 383/4" 0 Norm A +84.5 -64.5 +52.9 -52.9 +35.2 -35.2 +34.0 -34.0 +61.0 -61.0 +49.9 -49.9 +35.2 -35.2 +34.0 -34.0 +57,8 +472 -47.2 +352 -36.2 +34.0 •34.0 -65.0 +61.9 -57.8 +65.0 -81.9 -55,0 +69.0 +524 -59.0 -52.4 +44.7 -44.7 +42.8 -42.8 +35.2 -35.2 +34.4 -34.4 +34.0 -34.0 +34,0 -34.0 NOTES: ®. GLASS TYPES: A. 318° LAMI (1/8" A, .090 PVB, 3/18" HS) B. 3/8" LAMI (1/8"118, .080 PVB, 3/16° HS) C. 7/18" LAMI (3/16" A, .090 PVB, 3/18° HS) D. 7/18" LAMI (3/18" HS, .090 PVB, 3/18" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH " 731/2" MAX. OXO WIDTH" 109 1/2° MAX. XXO /OXX WIDTH" 107 3/4" MAX. OXXO WIDTH " 143 314" 3. SINGLE DOORS 33 8/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.B.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. 6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: A EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 80" HIGH SINGLE DOOR WITH 29° SIDE UTES DESIGN PRESSURE "+87.8 / -87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88° WIDE x86° HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX,C FROM TABLE 2, OXO WITH GLASS TYPE C 30" WIDE x 873/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE "+43.8 / 43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESION PRESSURE a +43.11.43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH ® REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 6 FOR REINFORCEMENT DETAIL. tWOnsoiKAliektio- 22-M 2800240000E0 A oUraeatrveosuvt6�s NOVeaAa► M twoutsuakeirompappeassAmmatuatAumutoormin 67:2 122/07 .LL NT 1 swa PA SOX a�4 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ramat Ix 2 d 10 I a'""°"' 50101 110054 \‘‘‘ a.I LYNN . is * • No. 48706 -o -'�OA`�: •..,FLORO?••;�C�``' / /''�ssiONAti �,. A. LYNNIMIIILI ; P.E, FL P.E.* 513705 73112° MAX. .__ 1 MAX ° Q SEE NOTE 4Q R XO 814' 1081/2' MAX. NOTE 383!4" -- ►f- ►BEE*►�+ -- MAX. 2 SEE NOTE 4 143 3/4° MAX. 38314" 38 We MAX. ^-•I" BEE NOTE 3 MAX. MA) i Er ' Q II i , -1E \. ACT. i FC PI ! , i ,/ Er iINACT. i 1E Q BEE NOTE 4 _- - -- ME NAtk A X o NOTES; 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 9C AND 900 DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 9(0','0X','OXO' IOW', 'OW AND '0)0 0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE•TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 9C AND IOC DOORS AS FOLLOWS: (9C DOORS = WIDTH - 5.843) (900 D00R = DOOR WIDTH/2 4079) NWIWf 0 NO00AN0B DLO HEIGHT is HEIGHT - 113/9° DLO WIDTH 9C = DOOR WIDTH -12 15118" DLO WIDTH 90C a DOOR WIDTH/2 - 11516" SIDE LITE DLO HEIGHT a HEIGHT -11 3/8" A DLO WIDTH = WIDTH 41/8° DOI wra+v 'VBRir00. DM0AND FlJWtfM$ Oft Vf4V7 A 0 4Da r F. 7 Ad�raars 82110' 70 i�t$29 10.8004 ELEVATIONS ALUM. FRENCH D OOR & SIDE LITES, IMPACT NITS F0101 aN■ 8 r 10 I w 110054 11,. 0 `t`t111111I1/ri .\" /as{ 1,YNN Mt( : /ii •* om 58708 • • *t9SIONA� •�'. A. LYNN M 11 td, P.E. FL P.E.# 88708 INTERIOR nvadsyt DOOR SECT. A-A VERTICAL Oat Ito Wm WHOM 7A01 THIS amid* OW �wo0waxararle@r o a mme+m t rmuowravm aroaw t rr PK Mar PJ 9 .V7 .LJ 8 *V7 SL SECT. B-B VERTICAL. SL VIEW G-G CORNER ASSEMBLY way 0 NOKOWAPL as r= AP68W4 Hebb Bator EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT «axaaa w .r a 1;0161 . 0/ar I 1 14 d 10 11008 -1 0 PL P.E.# 88705 We SECT. C-C HORIZ. DLO 44 MAX. X' WIDTH MAX SL WIDTH % SECT, D-D HORI SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) INTERIOR •L A;M tt —tOIS, 2.. Me i,.r i,$ 2.,ti r--MAX SL WIDTH 14011147 Oft a AA f4'SWSE 0 N°0$WGEIMB&IEIT sae DM. . 2%. M c? 0 Noawwsa011040001: AK c�aw�a AD r D00e1W00alunrmeaorreivaes emus" f= 2/22107 J L B/1"fM7 MAX DLO SL SECT. E -E HORIZ, (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MOW A 8(09f/Ib'maBDT.KF DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) ompAdt 1070 TEONNOLOOVONIS NOKOMIA9.84Vo VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT,: r9 8 W4 t 6 w 10 I araa 1100!. ��tu�iufrr�, i` i Sg10`' /%1;\ . FLOP• .+. A. LYNN MILLER, P.E. FL P.E.# 88708 ITEM DWO # 1 9438 2 1010 POT# DESCRIPTION 60411 FRAME HEAD 64300 W87P „Q 4.ON .190 X.376 HIGH © :71:Tdi i g iiRAP :#FT?'EFUNIMINIME D , :r: E�,y1�r�x�r,i:r7•zy� ��.lr�mr ii:W6P44221r r� riT010111 119TiPE 7ATA /1 :11I .r•1:141:7:tir• • :amm :TTki, : [91r t:il.).1:7� aid; t:zLr'?�' r•1f�ti3r��lar�� rzra:rn• � • Lai= 2'.>7•r 998 c71-: 'l- . -" "T` _ `T-1 : • • 7•T r JAM = 671 8 - , _ • f:1�TIZr1: Lim ® n� La mm.V• I►1t= i'iTlliir11:(044reliFMK(1 ∎1=I •:• 7id111011111.111 • kajall • 'c' 7 EZL 7t j11∎ illIT irlg•iii•T\iT5YR 111 n 7 d�Tc ?• /:Cd44311 1T(•TMEn'jlil: • IE-TVIrq•ii eNE 71.7 • ::z La•.!•I 4T-47 �l.�l'i' `171i[•1•1. {'�+y'``''' 11E1, Wall! [ajd 101=1 Ma L'rTFt�P, Tf ; ►:i�:i�:7: i Ti76Fr4 T •7:T�r� TE� FL�L� um maw mum= C• •Z•T;i71T�1[7i•;i:rfi Ka' amp 3``7;i•� FOA ILL T 16 010 T; •.0. •` .3 ; It3H t 130 -•D 36 'T' fl�1'T i�i�i� ,,,�iUZ» � �►�''C • 3 LJft 'T' r° YR I44( i- 1=-in 44. Ia1 1411:AK=Ti1III'(J :v141tiinr ma Ea= ['r7F�1�j�dI3iiLCri 4F1' . c . �i rd�:T HEM 8 'E 8O A == 'r 'E - • =L ONLY) 6r6 X.600 PH FL SW TYPS 808 OMI IMIF � ?TC7r6I111[. j : 1. Tk 1nrlii \: ai 7�1, ILA ram yT F?►3a f>t! .TW ITi77.7:17:T aClibrtArtli ? ) EL'S: . ..;y ;, : •T : 'y UMBER &LEEVE 4 60 139 8R180FS 81 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLTSTRIKE PLATE 63 1118 710X34PFA #10 X.760 PH FL SMS 64 967 70961X HANDLE STRIKE PLATE 66 1118 710)O4PFA • #10 X.760 PH FL SMS ITEM DWO S 920D 9210 POT# DESCRIP'T'ION • 47 r: ` ,TTY .? • . 7996 ti7•':ir;rci"3 C371[cT(,3.i�ii i( t�rrTi�kl r7'T T 3�- =MINI 61641 T C;i1.7411I4r1TTT1.17 - 66 H 712863 71267K r B •. Z” X14 1 °T l-8 ETTYNO BLOCK 1/16° X1/211 X1" WiPBA �L�XX 111L7 M888 : :d'(• 93 94 96 96 97 96 : 1T., 117- 1x4 2.7 11 IC' 11 -E cbraP GLAZING - ILICONE, DD 699, 983 GLASS, , ,"1.1041^ 1/8" A, .90 PVB, 3/18" HS GLASS, 318" LAMI -1/5"113,90 PVB, 3/16" HB GLASS, 7118" LAM • 3I1LFA, .90 PVB, 3/16'1 ' H8 GLASS, 7118° LAMI.3/16" HS .90 PVB, 3/16" HS sr r 1nrrnTomfYvr:T l_iTrirTnnr...1- 1- 1Cr.1" -Jral iii: .111•• = 7itT=7S'.T:1111117 T71f:1 --TZ�f 0 ) 103 OFF-THE HELP DEAD BOLT LOCK 0 AN.' Fri 38'0 .066 -***- I 13 OUTSWING THRESHOLD CHANNEL COVER 506346 I -•—••- 2.760 ---►� 1.000 ' ' . {26-•� z2 TUBE MULL 8063.76 ,CIA �s rfWPUCf tf�v W iMftfh n ▪ � {- 101,_.22... , w, zokslor i Z lS•.- NOONAN0E11086N T NO ONANOEINVONEET ADONUMlWI 130aTAAAIN/WAWAPPAWL oar manta 110r 1070 TECHNOLOGY MAO WAWA FLAW P.O fI 111.3f474 Better PARTS LIST ALUM. FRENCH DOOR & SIDELiTES, IMPACT FD1OI 1/2x 6 « 10 I Raft`" 11005.1 c 1.750 4.728 WEATHER STRIP CHANNEL 808378 4.678 0.375 DOOR PANEL INTERIOR ASTRAGAL 6063 -T8 FILLER HEAD ADAPTER 6083-T8 1 I TRUSS CLAMP 8083 -T8 7118° GLAZING BEAD 6083 -T6 SL HEADER SL SILL 608378 1 808348 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDELITES, IMPACT isdrdIalsk Fates Mi L T s 10 110054 0 HEAD 1 ZONE °C° 1 y� HEAD HEAD ZONED° ±ZONE'D° I .y 811.E � ZONE "C"' SEE TABLE 3.. SHT. 9 HEAD I–ZZ0 Et_zONED°F° � 1 Z 1 SILL SILL t-Z0 ZONE °F"�Z X�E4 SEE TABLE 7,. SHT. 9 SILL ' SILL ZONE °D° ZONE "D° SEE TABLE 4.. SHT. 9 ZONE 'E° ° 0 }__ SILL _I ZONE "E" SEE TABLE b,. BHT. 9, I —ZNE"D °ZONE E°1 XO OR OX SILL 81u. j ZONE "D" ' _A_ °E° ' SEE TABLE 6., SHT, 9 fr`ZONE°D° hZONE � 1 °�" fiz° HEAD "F"- 1—ZONE --f—? "E-{ } JAMB VINE A - -1 . <QORQ> , \ . ) // w w�(„!{x / �oXXO la 1 V x — x• x IQ x RI SILL ZONE V "�Z NE "F"�ZO � r ,. ,. x ..w ! w w�(„!{x / �oXXO x �� • Ntl x — x• x IQ x RI x w x1 x 1 \ . , / , ' x IS... .114 X X II 14 X k YY w EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19" x 83 3/4" SIDE LITES °B° AND "E° ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4° x 833/4" ZCX DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH °P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8 +8+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. �z SILL ILL �ZONE°F° ZONE "R'1ZEI pEE TABLE 7.. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4'H UNIT. 3/4'W 'XX DOOR WITH 19"W SIDE 1471;8 (8EE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4' ELCO TAPCONS 2.1/4° ELCO 884 CRETE -FLEX MASONRY ANCHORS 3.412 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. 0.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (AU.): 131/4° MAX. FROM CORNERS AND 23 1/8° MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7/8' MAX. O.C. HEAD & SILL OF SIDE 1.ITE5: 6° MAX. FROM CORNERS AND 243/4° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. wxasp PX at es FJC JC SEE TABLE 7.. SHT. 9 vwm 0 «wimm MOWN INVIU0 :Waft in hard" NoQIMNag}ip6Ntzr CHANDEAVORWMOh'ORZONSPROAIWTOU Aoovnl HORMWB mioumom `� ,W NOICOMPL NPR3W4 A CHORALE, CONFIGURATIONS ALUM. FRENCH DOOR SIDE UTES, IMPACT hlwfle0- *. , , 14414 .. Ito: NTS 8 a 10 I a"* I008 0 TABLE 3.N DOORS GLASS TYPES ANCHOR TYPE & SU581RA A, B, 0,0 2.3, WOOD 1,2, 00NO TABLE 4. DOORS (ALSO �( DOOR OF XO & 0� OLA88 TYPES A, B, 0, D ANCHOR TYPE & SUBSTRATE 2,3 WOOD 1,2, CORO TABLE 6. Q SIDE LITE GLASS MEE ANCHOR TYPE & SUBSTRATE 2 A,8,0,0 WOOD 1,2, CONO TABLE 6.X2 & QX GLASS TYPES ANCHOR TYPE & SUBSTRATE 2,3. W000 A, B,C,D 1,2, CONC "X' • 28,: TO 37.50 WIDTH x Ht 25.80 x 79.75 83. 87 91. 95. 27.50 x 79.7 83.: 87,75 91.7 40ADZONEB 7 4 si 2 mEZIO '(7JfZl© C�EZI© - FEZ!© MEAN] 7 C:113EZ!© mme Ii[m© .131:1112113E1 • t33mE1 MEMO cmM© LI IEZIfl MUM io 4 (1 EEEZI© ri m 10 CE] PP 10' I 10 .113 10 ® 10 5 2 29.50 x 79.7 83. 87.7 91.7 98. 31.50 x 70.78 83.78 87.75 91.75 95.7 33.50 x 79.7 83.76 87.7 91.7 95. 35.50 x 79.75 83.7 87.7 91.7 95. 37.50 x 79.7 83.7 87.7 91.7 R wIDTI "XX' • 47.78 TO 71.78 LOAD ZONES WIDTH x HT. 11 3 3 47.75 x 79.78 4 3 3 83.75 6 4 3 87.75 8 4 3 91.755 4 3 95,755 4 3 51.75 x 78.75 6 4 3 83.755 4 3 87.76 6 4 5 91.755 4 8 85.765 4 3 55.76 x 79.76 5 4 3 83,75 5 4 5 67.755 4 6 91.786 4 6 98.75 5 4 3 68.76 x 79.78 5 5 5 03.75 5 5 5 87.788 6 5 01.753 5 5 95.768 5 3 83.75 x 79.75 8 5 5 53.75 8 8 �Q 5 87.758 8 4Q 5 91.758 8 ©5 7 8 m© 8 87.78 x 79.78 8 6 5 63.750 6 ©5 87.766 6 4Q 5 81.757 8 4Q 8 95.757 8 <ZI© 5 71,75 x78.75 8 5 I� ©5 83.75 8 5 4Q 5 87.758 5 4 ©6 81.757 6 4 3 8 95.75 7 8 2% 8 3 95.78 7 e..alpe De* *KM WNW AIM x.Wi FX ono, 6 7122/57 3 10 as IL LOAD ZONES "0" • 10.75 TO 35.75 WIDTH* HT: 0 0 O 0 0 4 7 4 7 4 7 4 2 2 2 2 3 3 3 3 7 7 4 2 3 10.75 x 79.75 4 83.78 4 87.76 4 91.75 4 95.75 4 1 4 4 4 4 1 4 DOOR WE1TH8 "X' • 26.50 TO 37.50 LOADZONE8 SIDE LIFE WID1H x HT. O 0 10.75 x 79.76 4 2 83.75 4 2 87.75 4 2 91.78 4 2 95.75 4 2 4 7 4 7 4 7 4 2 2 2 2 3 3 3 3 7 4 3 8 7 4 2 3 7 4 2 3 7 4 7 4 8 4 8 4 8 4 8 4 8 4 2 3 3 2 2 3 3 3 5 5 3 3 8 5 8 8 8 8 4 4 4 4 6 4 10 4 8 4 3 2 3 3 3 3 3 5 12.75x79.75 4 53.75 4 57.75 4 81.78 4 95.75 4 19.00 x79.74 4 83.76 4 87.75 4 91.76 4 78 4 21.75 x 75.75 4 58.75 4 87.78 4 91.75 5 85.76 5 2 4 2 2 4 2 2 4 2 2 4 2 2 2 4 4 2 2 2 4 2 2 4 2 2 4 2 2 4 2 12.75x79.754 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x79.754 3 83.78`3 87.78 4 3 91.76 4 3 85.75 4 3 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 5 5 5 8 5 8 4 3 6 8 4 3 5 10 4 3 5 10 4 3 5 8 4 9 4 9 4 10 4 10 4 3 3 3 3 3 5 5 27.75 x79.78 63.75 87.75 91.76 95.75 88.13 x 79.75 83.75 87.78 91.75 95.75 5 2 4 2 8 2 4 2 5 2 4 2 8 2 4 2 8 2 4 2 6 3 4 3 8 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 38.75 x 79.75 83.75 87.75, 91.78 95.75 8 3 4 3 8 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 0 NOONANIIUWB$HE9T NG L.G 1l07 1 21.75 37916 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75, 6 3 27.75 x 79.7511 83.76 8 3 87.75 8 3 81.75 3 05.75 6 3 38.13 x 79.75 8 4 83.76 6 4 87.76 7 8 91.75 7 5 95.75 7 5 38.78 x 79.75 8 4 83.78 8 4 87.76 7 5 91.75 7 8 98.76 7 5 e.apta 4 2 42 4 2 4 2 42 42 4 2 4 2 42 4 2 42 42 42 4 2 4 2 42 42 4 2 42 42 42 42 4 2 43 4 3 4 3 43 4 3 4 3 4 3 43 43 4 3 43 4 3 TABLE 7. Q�(Q, 2sm, oxx & MASS TYPES , ANCHOR TYPE ABC D & SUBSTRATE 2,9, WOOD 1 ,2, CONC "X'• 25.50 TO 3750 "10t" • 47.75 TO 71.75 BIDE LITE WIDTH x HT: 10.75 x 79.78 83.75 87.75 91.75 95.75 LOAD20NES 00 42 4 2 42 4 2 4 2� 12.78 x 79.76 4 2 83.75 4 2 87.76 4 2 91.75 4 2 85.78 4 2, 19.00 x 70.78 4 3 83.75 4 3 t 87.76 4 3 81.78 4 3 q 4 2 95.f 4 2 a1,76 x 76,76 75 4 3 4 3 II 4 83.76 4 3 (I 4 2 87.78 4 3 .� 4 2 91.75 8 3 g 4 2 S 95.75 5 3 e4 4 2 «t 27.75 x 79.78 8 3 4 2 83.75 0 3 44 22 87.76 5 3 4 2 91.75 8 3 4 3 95.75 8 3 .4.3 38.13 x 79.78 6 4 4 3 83.75 8 4 I 4 3 87.78 7 5 4 3 91.75 7 5 4 3 95.75 7 6 Iffl 38.78 x 79.76 8 4 83.76 8 4 4 3 57.757 5 4 3 I 91.78 7 5 4 3 95.75 7 5 4 3 0 42 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 IL torn tiOKOMIA 3 • ANCHOR QUANTITY LOAD ZONE TABLES P�Flt + FRENCH DOOR & SIDE LlTE3, IMPACT ateioft 1lytbb Better POWS I NA 9 u 10 11006•! 0 APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/1" ELCO 804 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS ( 05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. map= Sump IleRdrik 1 100.8ss Imo /2- - 1,- 2X WOOD BUCK, NOTE 2 3.4 K8I MIN. CONC. 13/8" MIN. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2OR3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM 1 MIN. WOOD ANCHOR ST OAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 2i 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 11 TYPETYPE 1 OR 2 (CMU) 1/4° MAX ,� ) SHIM DOOR JAMB (WOOD) • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8° MIN. 1/- 4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4" TYPE 2 1 3/4" TYPE 2 (GONG) SIDE LITE HEAD (WOOD) SIDE U 13!43 MIN. E.D. 1/4" MAX SHIM 1/4" MAX SHIM 1 13/8° MIN. CONC. ANCHOR, NOTE 1 Al , , Pli 2-- -- f � WY QR 1.$4.1311 3/4 MIN. ED. � i O TYPE :1761 •; jrr,•s!, ; y..:. J 2 OR 3, �-a• 2X WOOD ,aT NOTE 1 'NISI' *�", 1.8 8 IN, CMU OR BUCK, NOTE 2 3A K81 MIN. co NC. 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR3, NOTE 1 NOTE1 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8 "TYPE 1(CONC) 1 3/4" 1 3/4" TYPE 2 (CONC) MIN. E.D. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 4" MIN. E.D. DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 3 r1 /4" MAX t '/j,' die,: {o „� 1° 13/8 "TYPE 1 318" MIN. .�; ;ry/,, , vi.' S•y" "' }} 1314 "TYPE2 "fir «- 13/8 "MIN. ,I 1314° 1 3.4 K8I MIN. 2X WOOD BUCK NOTE 2 IN. ED.� 3.4 KSI MIN. CONC. I CONC. DOOR SILL (WOOD) DOOR R SILL (CONC) WOOD BUCK, NOTE 2 1/4° MAX SHIM NOTES: SIDE LITE SILL (WOOD) vt{= 3/8" TYPE 1 ;+, : >, + °.Sti3/4 "TYPE2 (.- 13/47 —..) MIN. E.D. SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1318° MIN. (TYPE 1) OR 1/4" 884 CRETE-FLEX EMBEDDED 13/4" MIN, (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 1813/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, 08 (TYPE 3) OR ELCO 1/4" 884 CRETE -FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AG 1x ARE LESS THAN 1 1/2" THICK, 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR A8 APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL.18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 16 NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 P81 MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 18 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC 18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. area» bra wrmea AA O araax awp Fs F. cra mito Ilzvor NORYAN677t1�8iHY. +� 3, iro�w matiA OMarn aeaoNWoou ADD worelotowartniva Nosomtan. MTh JUAN PL$W4 �3T i9allrrd,8aper• ANCHORAGE DETAILS FRENCH DOOR SIDELITES, IMPACT tb.Ap FDfof 1747- 81970 a 10 }1006°1 0 • 11111yMP Ow flu& • K.�11��o133'.t - 12 ,`.sssuUri,,, ‘��` \\V LYNN M/C 7,/,/ * r 140.58905 dt : -CI. • I n 1� 11 ;' STATE OF ;•'�`' •„'17S10NA1 -�0`‘ A. LYiV MII.Lg P.E. FL P.E.# 65705 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis,.F1 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dada County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Comity) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series DPW 701" Aluminum Fixed Window - L.M.I.' APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the-Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0504.05 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jal i ° GiVii aiig E. . %° * . .GI �"-.. ettA. 14/ MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miomidade.govJ9eraJ .Yr. 'APPROVED 1 ate'' I yt- . NOA No. 11-1110.15 k • ; Txpiratlon Date: February 19, 2014 Z =Approval Date: February 02, 2012 W a Page 1 • vm ..b'. Q N∎ .PRO FES' .%•`‘ PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing .No. 4259-4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11', signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor 'verification calculations and structural analysis, dated 08/19 /10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504:05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11- 0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E--1 • Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015 -27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted tinder previous NOA No. 10 - 0504.08) 5. Statement Letter of no financial' interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FrL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. E -2 CD,/ • Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. 3. ANCHORAGE: THE 33 -11396 STRESS INCREASE 11,4S NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. BELLIEEB_BEGMEMEmugggimmul 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KS PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FIL-3835 & FFL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE—FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON AU. FOUR CORNERS OF THE FRAME. INSTALVITION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR 1114. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. J.J. 01811 J.R. F.K. F.K 7114/08 2" MAX. —+I 98 /4" FIN TO FIN 5" MAX. O.C. 45 -1/4" VISIBLE LIGHT 5' MAX. r_ 5" 98' 93— /4° UGHIT TYP. FLANGED FRAME ELEVATION (TESTED UNIT) SO FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) 48° 1/4" NOA DRAWING TABLE OF CONTENTS � NOTES. 1 ELEVATIONS,, FLANGED 1 ELEVATIONS, INTEGRAL FIN. 1 GLAZING DETAILS...—....... ....... —. 2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FlN3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED.. 4 INSTALLATION, MSC.... 5 EXTRUSIONEPROFIL.ES. 88,7 PARTS UST.. ..... 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY FOR THAT BLOCK SHAPE FROM THE TABLES ON SHEET 2. PRESSURES 11-"-- WIDTH — "� .11-- WIDTH ►I — —�i WIDTH 0 2010 FBC UPDATE :444. • �7,R r r� IAN �7f�- , "T9 • la .c L i, ,, P, fioaA� 1070 TECHNOLOGY DRIVE 14. VENICE. 11. 34275 P.O. NE 1829 NOTCOIIS, F. 34274 ELEVATIONS AND NOTES poa ALUMINUM PICTURE WINDOW, IMPACT smwmwo J NTTSI° 1 0 8 I° 42594 146' Fin and Fler,pea IYlaximum Design Pressure(+hps° + 7/teLeldl3/tea•a20P211 aNals 7/16 Lama 101a/telAP- ASAII- 2/26A- .09OPVB.2 exa *the I? lImendon WS 24 30 38 42 48 54 80 87.678 g c b il 38 80.0 00.0 '80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 60.0 60.0 80.0 71.1 71.1 84.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 821 72 80.0 80.0 00.0 80.0 70.3 71.1 84.0 71.1 78.8 80.0 80.0 80.0 80.0 78.0 70.0 84.0 71.1 84 80.0 80.0 80.0 74.3 88.3 83.8 80.0 71.1 85.3 80.0 80.0 80.0 73.0, 07A 028 80,0 71.1 08 80.0 60.0 77.2 64.7 882 80.0 80.0 109.7 80.0 80.0 72.3 88.3 80.0 80.0 120 80.0 80.0 70.4 80.0 000 128 80.0 8D.0 70.0 80.0 80.0 145 80.0 80.0 80.0 80.0 Fin and Flank Wi dowa Maximum Pressure(+hn Design 17hems& oIwIs-.oeopnwise 7HUMmt112a /tiro- 7rys2184/2em- .olwpve.s/uts I • W or B" Dimension ) 24 30 38 42 48 84 60 87.875 187.878 1 in 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 80.0 80.0 80.0 50.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 78.8 80.0 80.0 80.0 80.0 80.0 71.1 04.0 84 80.0 80.0 80.0 80.0 80.0 71.1 88.3 80.0 80.0 60.0 80.0 80,0 71.1 OS 80.0 80.0 80.0 80.0 80.0 108.7 80.0 80.0 80.0 80.0 120 80.0 80.0 000 128 80.0 80.0 80.0 145 80.0 80.0 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME. SHOWN) 1 -1/16" LAMI I. G. GLAZING DETAIL A & "B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. �--- "B" DIM. ---sl rvw� .0 IJN IN I F GRAI FIAT FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FI'. 2. FOR SUES NOT SHOWN, ROUND le TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "8') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). Rend 10 18 11 D CHANGED /GS CAP TO IMP FOR 30' RULE Rend F.K. RIC 7n4/03 NO CHANGE TNl3 SHEET 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 P.O. box 1522 NOKOMIS,'FL 34274 itt7 GLAZING DETAILS Tau ALUMINUMPICTUREWINDOW IMPACT 1.1.0601as sda saw Emmy Pa•701 I NTS 2 a 8 4289.4 "8" DIM. `"�, ,oN.(1LYNN Mkt r *' No. 68708 •' * c�zq )'•. ST TE F ' 14/z �1E�`� A. 6/41 OtIlea P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X W000 BUCK OR FRAMING .131" 0/8' X 2 -1/2' a] NAIL, WITHIN 2" OF —_ CORNERS AND 5" O.C. _ %-LI rwrwwi MAX. 1wNDOW HEIGHT MAX. VISIIBBLLE UG OPENING .375" MIN. f– EDGE DISTANCE IeIIEB[Da SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT 1 X 2- 1/2° NAIL, .375" MIN. WITHIN 2° OF EDGE DISTANCE CORNERS AND 5° 0.C. 1/4" MAX SHIM SEE 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D -D 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHE 6 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOU.DW EMBEDMENT AND EDGE DISTANCE UMRS. R"vw 0$ Bata *Means J.J. 10 18/11 0 �NOOyCHeANCE MIS SHEET mmw J.R. J /31/10 1rvFUReeA�i 01g�FOR IA t it wN 10 /Nt2WE Bp VW K. D,ae. By B°tn F.1C 7114/03 CBpthad tamp 1 MAX. VISIBLE UGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS isOR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 8070 TECHNOLOGY DRIVE N. VENICE. FL 34276 P.O. BOX 1528 NOKOMIS. FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT 1 NTS 13 .8 J°'° JD 1-3/8" MIN. EMBEDMENT PRODUCTRBV13E0 " PIYM6wjWII*Wwidn A No –III). .% " $1Y ILYNN *4 "i,, `` * No 58705 • :1(D.... STATE0 F•.,F4OR1 %:451.` A.'4100 mitileP.E. .Efl 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR ,. GUIDEUNES. :: • SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER '. MIN. CONCRETE KSI ANCHOR TYPE,:. PER ANCHOR TYPE, SEE SHEET SEE oR SHEET 1' g 1 E OR 1.5 KSI MIN. CMU MU •. 1X WOOD BUCK 1/4° MAX. SHIM MAX. WINDOW HEIGHT VISIBLE MIT OPENING INTERIOR SEE ANCHOR GUIDEUNES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 1/4' MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION 8 -1F1 1X WOOD BUCK 1/4' MAX. SHIM I 00 ifir SEE ANCHOR GUIDELINES. —► SHEET 7 1/4e MAX. SHIM SEE ANCHOR GUIDEUNES, SH3 9 .S;0 11111 C>40 MAX. WINDOW HEIGHT 900 CORNER ASSEMBLY HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OSSES CORNER KEYS AT SCREW ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS (S LESS THAN 1 -1/2a. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1_1//2• THICK OR GREATER. INSTALIATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Rend Br Data J.J 10 18/11 Br J.R. 3 31/10 Bored by: Data Webb By Det c9. k d Qreut, 1 Dom` NO CHANGE THIS SHEET RCS IA AIO F IAARGER tWOMIION 10 NUL U FX , T114A13 1070 IECHNQIOGY DRNE N. VENICE, FL 34275 NOKOMIS, FL 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT aftvmmo wwmr I NT8 14 .r 8 '°° 4259.4 I D 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 PRODUCTRBYISED soomplylnewh4 dm Plwidn W0 —1110. tto + :5117414 antral ,,``IoNY LYNW 4;1 *, * No. 8709 ` Q to dq If 5TA (y`� "I, 'OINAI 1 ■``• A. kr1d IdAjl�; P.E. F.E.ij 98708 MISC INSTALLATION DETAILS SEE ANCHOR GUIDELINES, SHEET 8 En= 1/4" MAX. SHIM 9 3/8" MIN. EMBEDMENT t2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL • -DRILLINO SMS (GS) USE SAME ANCHOR QUANTITY & SPACING AS REW STEEL (SHEET 8) 1/8" NOM. MIN. DADE APPROVED MUWON (SEE sEPERATE NOA) ALUMINUM: 8083 -T8 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE NOTES FIN FRAME WITH FIN REMOVED 9_ SEE ANCHOR SHEET 1NT€81_B IX WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR ,::• GUIDELINES, ... ). SHEET 7 'K' FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDE 7ES' SEE ANCHOR " ' :4.• GUIDELINES, . L ' •l ; t LMIN. CONCRETE 1051 PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP r+ - 1/4" MAX SHIM 1EMBEDMMENT • EXCLUDING POINT #12 STEEL SELF- DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS SCR (SHEET I) 1/8" NOM. MIN SELF- DRILLING SMS (t15) USE SAME ANCHOR SPACING & & EDGE DISTANCE AS EMEIM #SOS METAL FRAMING (SHEET ) A36 STEEL Fym38 KSI MIN. 8 .125" MIN. WALL THICKNESS FLANGE AMF (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE I MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.8 KSI MM• CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4° MAX. SHIM 2X WOOD BACKER EX ERLQR FULL- LENGTH, WOOD BACKED STEEL STUD ALL GE THICKNESSES (ATTACHMENT BY OTHERS) 1/4" SHIM 412 STEEL SELF- DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS SCR STEEL RIQR (SHEET 6) / EXTEBII08 J SEE ANCHOR GUIDELINES, SHEET 7 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FIAN E FRAME PRE AST SLOPED SILL. 1/4" MAX. SHIM FLANGE FRAME (OTHER FRAMES STEEL STUD/WOODSUBSTRATE 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED SY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. 10 8 11 J.R. Render 3/31/10 n"ad,rm 0 STEEL STUD Fy=33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE NO CHANGE 1113SH;T i y { • XaWwm F.K. Clocked RAMC 070 TECHNOLOGY DINE N. VENICE. FL 34275 S ,FFL1 NOKOMI 34274 INSTALLATION. FINNED FRAME 'Ilpa ALUMINUM PICTURE WINDOW IMPACT bmwm PAWN I NTS 18 t 8 I 4258.4 I0 OW 05150513 1SN11I1IU, .�� • tGENS6 ..: TE C * t 14o.58705 ''?;/-9`9. 'ONAt. A11rlrl P.E. P.E.# 58705 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 4E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL T WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A° AND 'B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Rftted FJC 4 0; F.K 7%14/03 NEW SHEET Anchor Head, BM and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1.4) Substrate Anchor Trim W or "B° Dbnension M) \ 24 30 38 42 48 84 60 87.875 0.324" .046'/189a Anchor Location* 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 s ° ¢ IS 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 43 4 3 4r3 4 3 4'3 4 3 4 3 HeadF881 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 8 5 5 5 8 5 8 5 8 8 8 8 7 8 7 6 4 8 Jamb 44 8 4 6 4 8 4 6 6 8 8 6 8 8 5 8 5 8 8 8 5 8 6 8 8 8 8 6 8 8 8 Head/S81 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 6 5 8 5 .6 8 7 8 8 8 7 8 7 7 6 7 8. a o Jamb 5 5 8 8 8 5 6 6 6 6 6 5 6 8 7 8 8 6 7 8 7 8 7 8 7 8 7 6 7 6 7 Headl881 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 5 5 6 5 8 6 7 8 7 8 7 :8 8 7 8 7 67.878 Jamb 8 8 7 6 7 6 7 8 7 8 7 5 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/S8 2 2 2 2 3 3 3 3 4 3 4 9 5 4 5 4 5 5 6 5 8 8 7 6 7 8 7 8 8 7 8 7 72 Jamb 6 8 8 8 7 8 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 HaadiSM 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 5 5 8 8 5 8 7 8 7 8 7 8 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Headt8M 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 6 8 8 5 8 8 7 8 7 8 7 8 Jamb 7 7 9 7 8' 7 9 7 8 8 8 8 8 8 9 8 8 8 10 8 9 810 8 Head/S11 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 6 8 5 8 '5 7 6 86.3 Jamb 7 7 9 7 8 7 0 7 8 8 9 8 8 8 9 8 8 8 10 8 9. 8 10 8 Head!S81 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 5 8 6 8 8 7 6 ea Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/S81 2 2 2 2 9 3 3 3 4 3 4 3 6 4 8 4 6 5 6 8 1 7 Jamb 8 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 Head/S8 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 •Width and Height dimensions maybe reversed toMote anchor quantities on the table. Ifso, the Head/SIIIannlJamb rows must also be reversed so that the longer dimensionggtsthemostandmr5. 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 HaadJSle 2 2 2 2 3 3 3 3 4 3 4 9 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head1881 2 2 2 2 3 3 3 3 4 3 4 9 145 Jamb 12 12 16 12 13 12 15 12 Head/SfI 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 4E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL T WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A° AND 'B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Rftted FJC 4 0; F.K 7%14/03 NEW SHEET Anchor Anchor Description Substrate ' min. Edge Distance ' Min. Embed - mend 412, Steel screw (ti. S. Pine 0.884° 1.375° 1 412, Steel screw (05L S0. Stud, ar 33 0.324" .046'/189a 012, Steel screw (GI Alum. 6083 -T5 0.324° 0125° 412, Steel screw (95) A38 Steel 0.324' 0.125" 414, Steel screw (95) S. Pine 0.954° 1.375" 2 614, Steel screw (35) Ed Stud, 0r33 0.361' .04871608 414, Steel mew (05) Atum. 5003 -18 0.381° 0.128° 414, Steel swear (05) A36 Steel 0.361" 0.125' 3 114' Steel Ultra= S. Pine 1' . 1.375" 114" 410 88 CreteFlex 8. Pine 1° 1.378 4 5116" Steal Whom 8. Pile 1.26" 1.375° A° & °B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-.1--• °B° DIM. -..I 1 "8° DIM. 1 070 VENICE. 34275 N OKOMIS ,FFL134274 ANCHORAGE WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT INMI_ 8 1° I D ‘NN,``Ny 1�YI•r41 r7'' /i * ' No. 58705 7. 441 6 P.E. E.� 58705 Head, 801 and Jamb Anchor Quantities Into Masonry (Anchor Types 8.7) AlmimrDesodp6al Anchor Type "A° or °8• Dimension (in) \ 24 30 36 42 48 64 60 67.875 1° 1.378° Anchor Location' 5 8 7 6 8 7 5 8 7 5 8 7 5 5 7 5 5 7 8 6 7 6 8 7 iC b 38 Jemb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/SE 2 2 2 3 3 3 4 4 3 8 8 4 8 8 4 8 8 8 8 8 8 7 7 8 48 Jamb 6 4 4 8 8 4 8 8 4 8 8 6 8 8 8 8 6 8 8 8 8 8 8 8 Headelll 2 2 2 3 3 3 4 4 3 5 5 4 6 5 6 7 8 6 7 8 5 8 7 7 e o Jamb 8 5 5 8 6 5 6 5 5 7 6 6 7 8 8 7 6 8 7 6 6 7 6 6 Head/€511 2 2 2 3 3 3 4 4 3 5 6 4 8 5 8 7 6 6 7 8 8 8 7 7 57.878 J a m b 7 8 8 7 8 6 7 7 6. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Heed/SM 2 2 2 3 3 3 4 4 3 5 8 4 6 5 5 7 8 8 7 6 6 8 8 7 72 Jamb 8 8 8 8 7 8 8 7 8 8 7 7 8 7 7 9 7 7 9 8 7 Head/SW 2 2 2 3 3 3 4 4 3 6 6 4 6 8 5 7 6 6 7 5 8 76.8 Jamb 8 .7 7 8 7 7 8 8 7 8 8 8 9 8 8 8 8 8 8 8 6 Headtki 2 2 2 3 3 3 4 4 3 8 8 4 8 8 8 7 8 8 7 8 8 84 Jamb 9 7 7 8 8 7 9 8 7 9 8 8 10 8 8 10 8 Head/SIB 2 2 2 3 3 3 4 4 3 5 5 4 8 5 6 7 5 8 85.3 • Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/821 2 2 2 3 3 3 4 4 3 5 5 4 8 5 6 7 8 8 ee Jamb 10 8 8 10 9 810 9 8 10 9 9 11 9 9 HsadAnil 2 2 2 3 3 3 4 4 3 8 5 4 8 8 8 108 7 120 Jamb 12 222333443554 13 9 10 9 10 12 13 10 11 9 10 12 13 10 11 9 10 12 10 10 headISUU Jamb * Width and Height dimensions may Head/810 2 2 2 3 3 3 4 4 3 be reversed to locate anchor on table' If w, the Head/81I and Jamb rows must also be be 128 Jamb 13 11 11 13 12 11 13 12 11� HeadlBAl 2 2 2 3 3 3 4 4 3 145 Jamb 16 12 12 16 13 12 reversed so that the longer gets the most anchors. Head/SI0 2 2 2 3 3 3 NOTES: 1• ANY ONE SIDE CANNOT BE MORE THAN 146" gdg HAVE AN AREA OF MORE THAN 3271". 2. FOR SIZES NOT SHOWN, ROUND ,Le TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET), 3. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Rend lip IO J 18/11 M°°N�Imw a d er 5 31/10 C 4/4/07 B NEW SHEET • AK 7/14103 D NO CHANCE THIS SNEEr NON 10 INCLUM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34273 N014019SL FL134274 T n" DIIM. Anchor .We AlmimrDesodp6al Substrate Mtn. Dls e Min P - 8 114" Steel UItlacwt *Hollow Stook 1° 1.25° 1/4° Steel Ullman 2.71c Concrete 1° 1.378° 6 114" 41088 C1'eteFax Hollow Block 1° 1.25" 114° 410 SS CrettFlalc 3.35lc Concrete 1° 1° 7 5116° Steel IOUeaon Nohow Block 1.583" 1.254 X18° Steal Uiraoon 3.8c Concrete 1.25" 1° A & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r--- "8` DIM. —� "8° DIM. ANCHORAGg MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 1 4oOi.4k 8mNt &W !Weft PnW01 I NTS 17 * 8 1 42594 ••"1,001IYNN. .i,, * ' No. 58705 * r ''f,SIONAI. , A Ufihl UMW P.E. P.E.# 55706 0 1" 2.784" 2.500" .052" INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A Dorn 10/18/11 3/31/10 ammo ey Datn Rand gys J.J. J.R. flarbaorna 0 O s"an"s C aabban 2.784" FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 NO CHANCE THIS SHEET Drain ey Wet snug" moon EIG 7119103 , .050" --r11•••- 7/16" LAMI GLASS BEAD to • MAT'L: 6063 —T5 DWG NO. 4255 .348 " --►W .050" — mil'"- J .975- 1 1- 1/16" LAMI I.G. GLASS BEAD at MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 19 DWTG NO. 4224 ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 DWG A 4253 1155 4255 4254 1224 4224 4282 PART 0 64258 64253 781PQX 64255 84254 6TP247 64262 DESCRIPTION Integral in frame head, ern & Jamb Flanged frame head, sIH & Jamb 58 x 1 Clued PH SMS stainless steel Schnee•Moral sad SM5504 acryl -r narrow Joint sealant or 7/18 lami glass bead '1-1/18 Ieni I.G. glass bead Vinyl bulb weatherstrip (thick) Installation fastener per Dow Coming 899 glazing sealant or equivalent Dow Coming 995 silicone structural sealant, black 7/18" lam( glass: 3/18" annealed - .090 DuPont Butacite or Sidles KeepSafe strengthened Maximum PVB ktedayer - 3/16" heat 11/16"" lam( 1.0. glass: 3/18" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Brdaoite or s des Kae�� ale Maximum PVB Interlayer- 3/18" heat Architectural comer key 7/16" Iaml glass 3/16" heat strengthened - .090 DuPont Butacite or Saliex KeepSafe Maximum PVB irterlayer - 3/16" heat strengthened 1 -1/18" lams I.G. glass: 3/18" heat strengthened outboard - 7/16" airspace - 3/18" heat strengthened - .090 DuPont Butacite or Sages KeepSafe Maximum PVB tnterlayer - 3/18" heat strengthened tMo Ma°t lar" Tv uva.ur 1 1070 TECHNOLOGY ORIVE N. VENICE. 11 34278 NOKOMIS FL 134274 gewiptlom EXTRUSION PROFILES &1 PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT °A""°" l let 8 1"'° I D PRODUCT' umpiring will Ika Florida No 1 14. 6 AIRon,,. 4.1111L1 �W /:far DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA -Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "BR-710" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02101/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. IIENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11- 0630.02 and cansilW iit §/pie 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. s G/ �A, The submitted documentation was reviewed b asron,®E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.novineral • y • S • f`�sat�r :tae ®c NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT +'D A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01 /2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L- -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 241132.1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and-per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) E -1 Jaime D. GascoA, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami- Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25 /11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11- 0630.02) 5. Laboratory compliance letter for Test Report No. le 11-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) • Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEO F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and F TI-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NM No. 06-04 05.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I ", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP. A. 8/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 316" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7/18" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 6.13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/18° OR 3/8° AIR SPACE AND 8/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .060 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 8/16" OR 3/8" AIR SPACE AND 8X18° LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/18" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 8118" OR 3/8" AIR SPACE AND 816" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.).GLASS, 318" OR 1/4" AIR SPACE AND 7/18" LAM CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI 10: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 718° LAMI CONSISTING OF (1) UTE OF 318° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUP ONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L. 13/16" LAMI IG: (1) UTE OF 1/8° OR 3118" ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 718" LAM CONSISTING OF (2) UTES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: In X0. XQ, 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -48$8, FTL -4866 AND FTL -5330. ELCO TEXTRON NOA 04.0721.01, 03. 0226.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G • L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE op AND ANCHOR QUANTITY REMAIN UNCHANGED. J.R. Rstolible F.K 1017H1 Web*: F NOA DRAWING MAP SHEET GENERAL NOTES..... 1 GLAZING DETAILS2 DESIGN PRESSURES3 ELEVATIONS...-. ...... 4 VERT. SECTIONS 6 HORIZ. SECTIONS6 EXTRUSIONS .................... 7 CORNER DETAIL. 8 ANCHORAGE.. 8.11 FOC 2010 CODE CHANGE 8"0!11 one 4H3/07 Lowe 2728/08 D Weimer 0 Oh:MINX J. L A! DEOtQOAP708ETEMPERED 450F7 NOTE ADD F71.-58110 7V NOTES 75 CHO. NOTE 87D CURRENT EDIT. 3 ?3Q7B 10Th TECHNOLOGY DRIVE NOKOMIS, FL 9477E P.O. BQX 1629 NOKOMIS, 8.34274 GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NSalral &mit ale HR710 1 s 11 F Sala NTS LsAiNca 412%10 �� NH . I Y N N/ M /( /� •k No, 88705 „N. SSl�+O+N�'�1A�`1I- ,0 A. i.444i11M P. °. P.E6 WOE X7/11 Reetmn" E NO CHANGE THIS SHEET 112" NOM. GLASS BITE i118" ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6118" NOM. 5/16" LAMINATED GLASS 80,61,62 112" NOM. GLASS BITE 66,87,68,69,70,71 C] EXTERIOR INTERIOR,[ (ALL SECTIONS) •— 318" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER --� �-- 318" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 818° LAMINATED 8/18° OR 318" AIR SPACE 118" OR 3118° ANNEALED OR TEMPERED GLASS A 13/18" NOM. 13/16" LAMI 13 GLASS W1 5/16" LAMI 318" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3(18" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 3/18"OR 1t4 "AIRSPACE 1/8" or 3/18" ANNEALED OR TEMPERED GLASS 13118" NOM. 13/18" LAMI IG GLASS WI 7/160 LAMI ®p FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. tow es Ammo FJC eear0, F.K. osto X8/07 Doe 2128/08 Rom* Modem D O mamas, J..L ADDED 10 GAP TO BE TEMPERED ( +SOFT NOTE NO CHANGE THIS SHEET babe 8/29/0@ 1070 TECHNOLOGYDRIVB NOKOMIS, 81.34278 P.O. BOX 1828 NOKOMIS, FL 34274 VW*. &her GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Beembd,C HR71O Full tomb 2 of 11 4127-10 I E PRODUCT REVISED yln with the Florida Building Wo I1+ PIA S8708 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) D FOR INSTALLATION IN THE HVHZ ABOVE 30 L S GA4SS TYPES G - HALL HAVE A TEMPERED LG. GLASS AND ANCHOR E DP QUANTITY REMAIN UNCHANGED. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 316" 48" 50 6/8" 54" 80" 83" 84" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 40.0 +60.0 -60.0 88" A,B,G,H +60.0 -60.0 +60.0 40.0 +80.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +58.8 -68.8 +66.2 -56.2 108 3/8" A,B,G,H +60.0 -80.0 +60.0 -60.0 +80.0 -80.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -80.0 +54.6 . -54.6 +51.7 -517 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 '-60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,1!3,1!3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" TO 88 7118" A,B,C' G,H,1 +80.0 -80.0 TO 88 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 3 /8" 48" 80 5/8" 54" 60" 83" 80" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 88" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +85.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0. +68.1 -68.1 +83.8 -63,8 ►ymg mexituU Iodea 8"nd4n5, N" ud '," r �f'I% UP TO 74" C 'D,E,F, I,J,K, L +75.0 - -75.0 GLASS TYPES: TEST REPORT F11.-4858 pox), FTL -4859 (0 (6 XO) AND FTL -5330 t ULI>I„ A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16' HS, .090, 3/16" HS) G. 13/16" LAMI JG -1/8" OR 3 /16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118 "A, .090,1 /8 "A) H. 13/16" LAMI IG -1 /8" OR 3/18 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118 "A, .090,118 "HS) 1 13/16" LAM! IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8n AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8 OR 3/16"A (MIN.), 3/18 OR 1/4 SPACE, 7/16" LAMI - (3/16"A, .090, 3116"A) K. 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"1-IS) ow .` \ „.rO :ENSE :::'*/.. _ *? No. 567°5 �'4�1't v g�aT1� !� °,�''i %.*"*-:.. �'�?"' '� � .L.L* 10117/11 k" E NOCHANGETHJS SHEET S070 TECHNOLOGY DRNH NOKOMIS,PL34270 PAficAIsm NOKOMIS. PL 34274 FrIGTT"" u.�umr DESIGN PRESSURES R S .LR mom D ADDEDI0 CAP 70BETEMPE�FA0 1 +30F7NOM ��'�!,�S'S /ONR � ��• ; q(% '•., FIOR \Op • �1,�AAK P.EA$3708 HORIZONTAL ROLLER WINDOW, IMPACT 4/15U7 ' 0 ADDINTEGR LRNOPTI N6UPDATEASTME1 DP8 fie F. f5pau. 3i23/Os I HR710 NTS 3 d 11 4127 -10 E 64 6118" MAX. DLO FIXED O 110" MAX WIDTH I.F. FRAME 111" MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2.1/4) 33 9/18" MAX. 33 8118" MAX. DLO FIXED 0— DLO VENT .-... A 57 318" MAX DLO ALL FIXED LTTES 0 I X C73" MAX. WIDTH I.F. FRAME --� 74" MAX. WIDTH FLANGE FRAME DETAIL A• OX OR XO 68" MAX DLO ALL VENTS 82" MAX. I.F. FRAME ALL CONFIG. 83" MAX FLANGE FRAME ALL CONFIG. Row* Orr Rearm J..L 90l99119 E NO CHANCE THIS SHEET i B r-- 273/8" MAX. DLO VENT 27 3/8" MAX. DLO FIXED y O 86 7M8" MAX WIDTH I.F. FRAME — —►•I - r -88 7/18" MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) IO.tlrk iteseelr FJC FJC J.R. awn OxaNO CHANGE a SHEET . IMO a 15/07 cm" J.J. Ne Deist MAO 1070 TECHNOLOGY DRAM NOKOMIS. PL 047!8 P.O. BQX 1848 NOKOMIS. FL MPS ELEVA77ONS • ALUM. HORIZONTAL ROLLER WINDOW, AWPACT Demestia IMO NTS,4 a 11 412740 11 8 PRODUCTREVISBD ]10oodoplychrthLWFlorida Q4 Aw 2� �I op> ..A.: a. yI0ENS�c ''... "`r- * No.68705 '/'Q� FLORIDt'••' =: ,�''!, /ONAL �i‘`\ A. .4141L 1 P.E. RE.S58708 INTERIOR L_MAX. VENT DLO EXTERIOR iI1IiL I+— MAX. FIXED DLO AAAV T -. I1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR MAX. FIXED DLO •--'-1 MAX. VENT DLO MAX. WIDTH (I.F, FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR SECTION C-C W SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) Rawl Bp Date hark= J.J. 10/f7H i E NO CHANGE THIS CHEST RMdEN Dda Raub= JJt 8/0/11 D NO CHANCE THI8 SHEET Rswtl8F WW Ratable F.K IHN07 C ADD lN7EG14LFP1 ITEMS 41.42 AND 43 ANDVIEWZ Dam Ma (0whdbl beta If F.IC ?/28/08 Jd EE3IV8 HEAD (VERTICAL SECTION, I.F. FRAME) f070 TECHNOLOGY DRNE NOKOM8. FL MTh P.O. BOX 182@ NOKOWS, PL34274 1?sThb BatKT SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT H7710 e.b Chat Haif l 6 0 11 4127 -10 l E PRODUCT REVISED as complying wide 0:a Maids Sulfas Coda Awe Na ‘0 .I fbYPlNl �� ON ........ AeNse * No. 68705 • � ,A ; U./ i r()% STAEOF . Z(41 P.E. PE- 048706 ITEM DWG,/ REV DESCRIPTION 1 4102 A FLANGE FRAME HEAD 2 4025 SASH STOP (STD) (ANTI LIFT CUP) #8 X 3/4 PH, PAN HEAD 4 4053 6 4136 SASH STOP COVER (SASH STOP) FLANGE FRAME SILL 7 4137 SILL ADAPTOR 4131 ROLLER TRACK 10 71298 WEEP HOLE COVER 12 1626 ADHESIVE OPEN CELL FOAM PAD 13 4002 A FLANGEFRAMEJAMB MAT'L 6063 -T6AL 6063.75 AL 6063 -T5 AL 6063•T6 AL 6063 -T6AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 17824 DWG# REV 612237' 66 CEASS 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 14 4134 GASKET FORMAN FRAME SILL JOINT 15 1155 #8X 1.000QUADPN. SMS 74134W/K 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187X .230, FIN SEAL 640660 21 4105 SASH TOP 8c BOTTOM RAIL 6063 -T5 AL 612240 22 23 1683 225-1 WSTP.,.250 X 270 BA(3{, FIN SEAL ROLLERHOUSING& GUIDE 616830 42112HD 67 68 69 71 72 73 74 75 76 90 1014 DESCRIPTION MAT"L • PG171 13/16" LAMI IGUB"A (MIN), 3/8 "AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, wit) 13/160 LAMI IG1 /8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8"ILS) 13/16" LAMI IGI/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1 /8"13S,.090 PVB, 1/8"HS) 13/16" LAMI143/16 "A (MIND, 5/16" AIR SPACE, 5/16" LAMI (118"A, .090 PVB, 1/8 "A) 13/16" LAMI IG•3/16'"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, US "Hs) 13/16" LAMIIG•3116 "A (MIN.), 5/16" AIR SPACE, 5116" LAMI (1 /8"HS,.090PVB, urns) 13/16" LAMI 1G1/8"A (MIN.), 1/4" AIR SPACE 7/16" LAM1(3 /16"A, .090 PVB, 3116"A) 13/16" LAM! 10•1 /8"A(MIN.) 1/ 4" AIR SPACE, 7 /16 " LAMI (3/16"A,.O9O PVB, 3 /16 "HS) 13/16" IAMI 'GI /8"A (MIN.), 1/4" AIRSPACE 7/16" LAMI (3 /101IS,.O9O PVB, 3 /16"HS) 13/16" LAMIIG3/16 "A (MIN), 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090PVB, 3116"A) 13/16" LAMI IG3/16 "A (MIND, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .00 PVB, 3/16"HS) 13/16" LAMI Tame A (MIN), 3/16" AIR SPACE 7/16" LAMI (3/16"EIS .090 PVB, 3/16"HS) SCREEN FRAME (IROR & VE R.) 3105 -H14 AL 91 1630 SCREEN CORNERKEYW/RWCE POLYPROP. 92 1631 SCREEN C ORNERKEYW/OUT RIN(B POLYPROP. 1073 SCREEN SPRING STET. 94 1624 SCREEN SPLINE• .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.133 DIA. HARD EM PVC 96 24 226 29 4128 BRASS ROLLER WHEELS HORIZONTAL ROILER SASH TOP GUIDE- BRASS POLYPROP. 7BRWHL2 44128N 32 4006 D SASHMEETINGRAIL 6063HS•T6 AL 64006 33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 678160 35 1096 SWEEP LATCH DIU- CAST 71096 36 1016 #8 X.623 PH. FLSMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X 270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187X.275 67070K LIFT RAIL COVER CAP 74078°C LORR 41 4139 LF. FRAME HEAD 6063 -T6 AL 64139 42 4140 LF. FRAME SILL 6063 -T6 AL 64140 43 4141 1.F. FRAME JAMB 6063 -T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL CLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL CILAZTNOBFA.D BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD -5/16" 54 4044 B G IAZINOBFAD -5/16" W /GRILLKIT 6063 -T5 AL 6063 -T5 AL 64039B 644703 55 4222 A GLAZING BEAD -7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" WIQRII.L KIT 6063 -T5 AL 4067 CSAZINGBEAD- 13/16" 6063 -T5 AL 64067 60 GLASS 61 " 5/16" LAMI (1/8" A, .090 PVB, I/8" A) 5/16" LAMI (I /8" A, .090 PVB, 1/8" IRS) 62 5/16" LAMI (1/8" HS, .090 PV$ U8" HS) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) Road By: Aden ✓R. Wet X7/11 Oder 6/8w11 RaSkow -•—• .988 I.F. FRAME JAMB 84141, 8083 -T8 41 I.F. FRAME HEAD 84139, 8083.78 CLOTH 710 42 .F. FRAME SILL 84140, 6083-78 NO CHANGE 711SSHEET D ADDED vii 70 Gl ASS TYPES Iblalep Mar aroma NC 4/11407 0 ADD ITEMS4 /, 42343 CmmNT OO,c Cln"ridSP o"m FIC 212&06 J.J. 8128/06 1070 7ECHNOLOOY ORIVE NOKOMIS. 8.34275 P.O. BOX 1020 NOKOMB, PL $4.174 �T VP,1lbTerBettar PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT eotolkd , Oyly O"Ar tlievrix HR7fO NTS 0 e 71 4127-10 E `\ Cr�{41YNN,W4(�� /i�� %* *: No. 68705 • ' ! W 0 ' STA I O ' ". 1J a_ "/ /ijS /t0'N��A�1�.{ `‘' A. LYNNIM1LLER. PIT. RES MOOS 1.373 .062 + - -z 710-► O FLANGE FRAME HEAD #4102A, 806346 —.4—.082 .490 r1• +- 1.451 .1 SASH STOP #4025, 8083 -T8 .082 18 3 .349•'1 21 SASH TOP & BOTTOM RAIL #4133, 8083 -T5 .060• -+ _ 1.096 O GLAZING BEAD, 6/16" #40448,8083 -T8 (USED W/ GRILL KIT) .678 Revd* Wm • RWO m J.J. 10/17/11 E NOwawa THIS SHEET Read Is J.R. oftdoo FJC a®e,e FJG NO CHANGE THISSHE•ET 1.122 1 1 . 2.710 O FLANGE FRAME SILL #4138,6083 -T8 .081 i .481 O HORIZ. ROLLER TRACK #4131,8083•T6 -0,1 1.081 h 32 SASH MTG. RAIL #40060,0083HS-T8 87 .vou [ELT]: 1.098 I 66 GLAZING BEAD 7/16" #4222A. 808346 62 0 FRAME SILL ADAPTER �\:: // #4137, 6063•T6 Li.403-I 17 FIXED MEETING RAIL #405413,6083HD -T8 .291 -1 37 SASH SIDE RAIL #4126,8083•T5 .050 1.115 ►I7 O GLAZING BEAD, 7/18" #9850,8083.78 (USED W/ GRILL KIT) b1.513-1.1 1, %'040 .738 (� SASH STOP COVER #4053, 6063-T5 .082 1 S LANGE FRAME JAMB #4002A, 0063-T8 n. .578 1.oee i - --• IE 6r 3 GLAZING B r , 6/18" #40398,80 75 .683 1.097 GLAZING BEAD, 13/16" #4007, 0063 48 NOCHANGB736$SHEET Tom ar0 TECHNOLOGY ORNO NOKOMI8.71.34278 P.P. BOX 1828 NOKOMIB, 71.34274 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half 7 et 11 16'4'444127-10 I E "e"xeM HRTiO P.EA58705 ANCHOR QUANTTflEB, XOX (114112 -114) WINDOWS TABLE 4 GLASS TYPES A,B,C,O,H,I GLASS TYPES D,E,F,J,K,L AN0HORTYPEa & SUBSTRATE 2,3. WOOD ZONES 2, CON0 ZONES 1, CONC ZONES 2,3, WOOD ZONES 2, CONC ZONES 1, CONC ZONES WINDOW SIZE W v H HEAD & 811.1. HEAD & SILL HEAD & S21 HEAD & SILL HEAD & SU. HEAD & 8RL 53.125 x 38.375 48.E 50.828 84.000 80.000 83.000 1 +02 +1 +02+1 2 1+02 +1+02 +1 2 1 +02+1+03 +1 1 +02 +1+•02 +1 2 1+12+1 +02 +1 1 +02+1 +132+1 2 1+02+1 +02 +1 3 1 +02+1+02 +1 3 1+02+1+02+1 3 1 +02 +1+02 +1 3 1 +02+1 +132+1 3 1+02+1+02+1 3 1 +12+1 +02+1 3 1+12+1+02+1 3 1+02+1 +02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1++32+1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1+02+1 1 +02+1 +02+1 3 1 +132+1 +02+1 3 1 +02 +1+02+1 3 1+02+1+02+1 3 1 +132+1 +02+1 3 1 +02+1 +02+1 1+02+1 +02 +1 1 +02+1 +02+1 3 1 +02+1+02+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1+03+1+433 +1 3 53.000x 38.378 48.003 0.825 54.E 80.000 63.000 1+02+1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1+02 +1 2 1 +02+1 +02+1 2 1+02+2+02+1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1 +132+1+02+1 3 1+82 +1+82+1 3 1+02+2+0241 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +02+1+02+1 9 1 +02+1+02+1 1 +02+1 +02+1 3 1+02+2+022++1 3 1 +12 +1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1+•02 +1 +132 +1 1032 +1 +02+1 3 1 +02+2+02 +1 3 1•+02+1 +02 +1 3 1+02 +1+02+1 3 1 +02 +1 +02+1 3 1+32+1 +02 +1 3 1 +02 +1 +02+1 3 1+03+2+03 +1 74.000x 38.375 48.000 50.828 54.000 00.E 83.000 1+02+1 +02+1 1 +02+2+02+1 S 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 1 +02+1 +02+1 3 1+03+2+03+1 1 +12+1+12+1 2 1+02+2+02+1 2 1 +02 +2+02+1 2 1 +02 +2+02+1 2 1+02+2+1+1 2 1+02+2+02+1 3 1+02 +1+02+1 3 1 +02+2+02+1 3 1 +02+2 +02+1 3 1+02+2+02+1 3 1 +12+2+02 +1 3 1+02+2+02 +1 3 1+02+1+02+1 3 1 +12+2K2+1 3 1+132 +2+02 +1 3 1+02+2+132+1 3 1+02+2+(2+1 9 1+02+2+02+1 1+02+1 +02+1 3 1+02+2+02+1 1+02+2+02 +1 3 1+02+2+02+1 3 1 +09+2+03+1 9 1 +02 +2+02+1 3 1 +12+1 +0241 3 1+02+2+02+1 3 1 +02 +2 +1+1 3 1+32+2+132+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1 +32+1 +02+1 3 1 +03+2+133 +1 3 1+03+2+03+1 3 1+12 +2 +02+1 3 1+03+2+03+1 3 84.000* 38.378 48.000 50.E 54.000 80.000 33.000 1+02.2+2+1 2 1+02 +2+32+1 2 1 +02+2+12+1 1 +12+2 +02+1 3 1 +02+2+02+1 3 1 +132+2+02+1 2 1 +02+2+02 +1 2 1 +02+2+x+1 2 1+02+3+02+1 2 1 +02+2 +02+1 3 1+02+2+02+1 3 1 3+03+1 3 1+02+2+02+1 3 1+02+2+432+1 3 1 +12+2+02+1 3 1+432+2+02+1 3 1+12 +2+12+1 3 1+03+3+03+1 3 1 +02+2+02+1 3 1+12+2+432+1 3 1 +02+2+132+1 3 1+02+2+02 +1 1 +02+2+32+1 3 1 +04+3+04 +1 3 1+02 +2 +12+1 3 1 +02+2+12+1 3 1 +03+2+03 +1 3 1 +03+2+03+1 3 1+02+2+02+1 3 1+04+3+04 +1 1+02 +2 +02+1 3 1 +132+2+02+1 3 1 +03+2+03+1 3 1 +03+2 +03 +1 3 1 +02+2+02+1 3 1 +04+3+04+1 3 106.375 x 38.375 45.000 50.828 54.000 60.0 83.E 1 +02+2+02+1 1+02 +2 +02+1 2 1+02+3+02+1 2 1+02+3+02+1 2 1 +02+3+02+1 2 1 +12+4 +02+1 2 1 ++32+3+132+1 1+1;2+3 +02+1 1 +03+3+03+1 3 3 3 1+02 +2+02+1 1+02+2+02 +1 1 +02 +2+02+1 1+03+3+03+1 3 1 +02+2+02+1 3 3 3 1+03+3+03+1 1+03 +3+00 +1 1+03+3+03+1 1 +04+3+04 +1 3 3 3 3 1 +03+3+03+1 1+03+3 +03+1 1 +03+3+03+1 1+04+3+04+1 3 3 3 4 1+02+3+02+1 1 +03+3 +03+1 1+03+3+03+1 1 +03+3+03+1 3 3 3 3 1 +03 +4+03+1 1+03+4+03+1 1 +04+4+04 +1 1 +04+4+04 +1 3 3 3 3 1+03 +3+03 +1 3 1 +132+2+132+1 3 1+04+3+04+1 3 1 +04+3+04 +1 4 1+04 +3 +04+1 3 1+05+4+05+1 111.000 x 38.375 4&000 80.825 54.000 80.000 63.000 1+02+3+02+1 1 +02+3+02+1 2 3 1+02+2+02+1 1+02+2+02+1 1 +12+3+02+1 1 +03+3+03+1 2 3 1 +02+3+02+1 1+03+3+03+1 3 3 1+02+3+02+1 1 +02+3+02+1 2 3 1 +02 +4+132+1 1 +03+4+133+1 1+02+3+02+1 3 1+02 +2+02+1 3 1 +03+3+03+1 3 1 +133+3+00+1 3 1 +03+3+03+1 3 1 +03+4+03+1 1+03+3 +03+1 3 1 +12+2+32+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1 +044+134+1 3 1+03 +3+03+1 3 1 +02 +2 +02+1 3 1+04+3+04+1 3 14:04 +3+04 +1 4 1 +033+3+03+1 3 1 +04+4+04 +1 3 +03 +3+03 +1 1+02 +2+32+1 Rawl+gc ore Rp+,b,e J,l 18/07111 • E NO CHANGE 7108SHEET 0„°013p DIM WW1 016/07 KF. _ FJG 2!26/06 Rn46,c 0 Rwhke 0 ADDED 3 1 +134+3+04+1 3 1 +04 +3 +01 +1 4 1 +04 +3+04+1 3 1+05+4+05+1 4 10 CAP TO BE MIMED (3 +80FrNO72 UPDATE TAKE 4, SELECT VAWEB DUE 7O ANCHOR CAP. AD,A d�4 32336 1070 'TECHNOLOGY ORM NOKOMIS, FL 34273 P.O. SOX 1129 NOKOMIS, FL 3427+ NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2.114" ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 8/18° LAMI - (118° A,.090, 118' A) B. WW LAMI - (1/8" A,J000, VW HS) C. 8/18° LAMI - (1181 HS,.090,1/8" 148) D. 7118" LAMI - (3/10' A,.090, 3116"A) E. 7/18" LAMI - (3/18"A,.090, 311W HS) F. 7 /16" LAMI - (3/18" H8,.080, 3/16" H8) G. 13/18" LAMI 10.1/8" OR 3/18" A (MIN.}, 5/16" OR 348" SPACE, 6116" LAMB - (1/8" A,.090,1/8" A) H. 13/16" LAMI 10.1/8" OR 3/16° A (MIN.), 6/10" OR 3/3" SPACE, 0V16" LAND - (118" A,.090,1/8" HS) I. 13118" LAMI IG • 1/8" OR 3/16° A (MIN.), 8/16" OR 3/W SPACE, 6116"" LAMI -(1/00 HS,.090,1/8' HS) J. 13/16" LAMI 10 -118" OR 3/16° A (MIN.), 3/18" OR 1/4° SPACE, 7118" LAMI - (3/18° A,.090, 3/16" A) K. 13/18" LAMB 10.118" OR 3118" A (MIN.), 3116" OR 1/4" SPACE, 7118" LAMB- (3116" A,.090, 3/18° HS) L 13/18° LAMI 10 -198" OR 3/18" A (MIN.), 3/16"" OR 1/4" SPACE, 7/16° LAMI -(3118" H8,.080, 311W HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. Q FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED 1.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 263/4" MAX. FROM CORNERS. JAMBS: 9" MAX. PROM CORNERS AND 22 1/2" MAX. 0.0. TABLE KEY: 2 X 11 +0 +4+03+11 3 I-+-- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) r-1-26 314" max. {+-3" MIN. 1 1 1 1 9" REF. 2 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS bscdater ANCHORAGE SPACING, XOX (1/44/2 --1/4) 26 3/4° MAX. -+-1 1/2" TYP. I-0-3° MIN. 11 1 1 1 1 4841 1 0 x 1161147 Baser TRW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aNI4 g aor° mrtr Geftt RR¢ 14R710 N S 8 a 11 4127.10 E NOW �,6'LYNN /4 f" � ��NV .191 ,i *' No. 58705 ' 62►�,� ?w� # ONA1.. ; ' A. LYNN MULLEL P.E. PAO08708 ANCHOR QUANTITIES, XOX (113.I30713) WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES 0,D,E,FJ,J,K, L ANCHOR TYPE & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & 801 HEAD & SILL 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 +02+1 2 1+02+1+02+1 2 1+02+1 +02 +1 2 1 +02 +1+02+1 2 1 +02+1 +02 +1 2 1 +02 +1 +02+1 2 1+02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1+02+1 +02 +1 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +102 +1 +02 +1 3 1 +02+1 +02 +1 1+02+1+02+1 3 1 +02 +1+02 +1 3 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1+02+1 +02+1 3 1+02+1 +0t) +1 3 1+02+1+02+1 3 1 +02 +1+02+1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1+03+1+03+1 53.128x 38.375 48.000 50.625 54.000 allow 83.000 1 +02+1+02 +1 2 1 +02+1 +02 +1 1+02+1+02 +1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 1 +02+1 +02+1 2 1 +02 +1+02 +1 3 1+02+1 +02 +1 3 1 +32 +1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1+102 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1+02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1+02+1 3 1+03+1 +03+1 3 1 +02+1+02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1+02+1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 60.000 x 38.373 48.000 30.828 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1+02 +1 +02+1 2 1 +02 +1 +02+1 2 1 +02+1+02 +1 2 1 +02+1+02 +1 1 +02+1+02+1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 1 +02+1+01+1 3 1 +02+1+02+1 3 1 +02+1+02+1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1+02 +1 .3 1 +02+1 +02+1 1 +02+1 +02 +1 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+02+1 +102 +1 8 3 1+02+1+02+1 1 +02+1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 68.000 x 38.375 48.000 60.623 84.000 80.000 8,9.000 1 +02 +1 +02+1 2 1+02 +1+02 +1 2 1+02 +1+02 +1 2 1 +02 +1+02+1 2 1 +02 +1 +02 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 1 +02 +1+02 +1 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1+02 +1 3 1 +03+1+03+1 1 +03+1+03+1 3 3 1 +102 +1 +02 +1 3 1 +02+1 +02 +1 1+02+1+02+1 3 1+03+1+03+1 3 1+02 +1+02+1 3 1 +03+1+03+1 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+03+1 +03+1 3 1+03+1 +03+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 74.000 x 38.378 48.000 60.628 54.000 60,000 63.000 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1+02+1 +02+1 2 1+02+1+02+1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 3 1+02 +1+02 +1 3 1 +02 +1+02+1 3 1 +02 +1 +02+1 3 1+02+1+02 +1 3 1 +03+1 +03+1 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +03+1+03+1 3 1 +02 +1 +02 +1 3 1+02+1402+1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1+02+1 +02 +1 3 1 +03+1+03+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1 +03+1+03 +1 3 1+02+1+02+1 3 1 +03+1+03+1 84.000 x 38.375 48.000 30.828 84.000 00.000 83.000 86.437 x 38.375 48.000 60.628 54.000 60.000 &3.000 ternedtV Oder 97/11 1+02+1 +02+1 2 1 +02 +1+02 +1 2 1+02+1 +02 +1 2 1+02+1 +02+1 3 1+02+1+02 +1 2 1+02+1 +12 +1 2 1 +02+1+02 +1 3 1++3+1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1+02+1 3 1 +02+1+02+1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 1+02+1+02 +1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1+02+1 +02 +1 3 1+02 +1+02+1 3 1 +03+1 +03 +1 3 1 +03+1+03+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +02+1+02 +1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1+03+1 +03+1 4 1 +03+1 +03+1 3 1 +03+1+03+1 3 1 +03+1+03+1 1 +02+1 +02+1 3 2 1+02 +1+02+1 1 +02 +1 +02 +1 3 1+03+1+03+1 3 2 1 +102 +1 +02 +1 2 1 +03+1 +03+1 1 +02+1 +02 +1 4 3 1 +03+1 +03+1 1 +02 +1+02 +1 3 2 1+04+1+04 +1 1 +02+1+02+1 4 2 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 1 +03+1+03+1 3 1 +02+1+02+1 3 1 +02+1 +02 +1 1 +132+1 +02 +1 3 1 +02+1+02 +1 3 1+02+1 +02 +1 3 1+03+1 +03+1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1+03+1 +03 +1 3 1+03+1 +03+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1+02 +1+02+1 3 1 +03+1+ 1 3 1+03+1+03+1 4 1+03+1+03+1 3 1 +04 +1 +04+1 4 1 +03+1 +03+1 RaMme E NO CHANGE TMSSHEET ADDED 0 O 9 P TO BE TEMPERED 3 1 +02 +1+02+1 1+03+1 +03+1 3 1 +03+1+0,3+1 4 1 +03+1 +03+1 3 1 +04+1 +04+1 4 NOTES: 1. ANCHOR TYPES: 1 ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 .812 STF-F-L SCREWS (05) 2. GLASS TYPES: 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOAIING DIMENSIONS. FOR WINDOW SIMS NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2e MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 25 WV MAX. FROM CORNERS JAMBS: 0° MAX FROM CORNERS AND 22 1/2" MAX. 0.0. TABLE KEY: 11+030+030 3 1-.1-ANCHOR QUANTITY PER JAMB FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L. SHALL HAVE A TEMPERED LG. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.0. ANCHOR SPACING) tA 1 28 3/0 MAX MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS R. .003 ow* F.K PJG 22&08 Dew 820/11 Daft) 4/16/07 Raftett A IuaWos 0 0 +SOFTNOTE Mobcap 1. &MVOS UPDATE TABLE U, BELEOT VALVES DUE TO ANCHOR OAR ADJ. Dab 070 TECHNOLOGYDRNE NOKCMIS, FL34275 P.O. SQX 1825 NOKOMIS, P134274 ANCHORAGE SPACING, XOX (1/3-1/34/3) AIM. HORIZONTAL ROLLER WINDOW, IMPACT * No. 58705 f. i't7/PNAL V70`‘ ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B4O,H ANCHOR TYPE 2,3, WOOD & SUBSTRATE ZONES Z CONC ZONES 1, CONC GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD Z CONC 1, CONC ZONES WINDOW SIZE W v 0 05 161 1 ao 2 ZONES 0 a0 ZONES ZONES on 37.000 x 38.375 48.000 50.625 64.000 60.000 63.000 1 +02 +1 1 +02+1 2 1 +02 +1 2 1 +02+1 2 1 +C2 +1 2 1 +02+1 2 1 +C2+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1+02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1 +C2+1 3 1 +02 +1 3 1 +02+1 3 1 +02 +1 3 1+02+1 3 1 +C2 +1 3 1 +02+1 3 1+02+1 3 1 +03+1 3 1 +02+1 3 1 +02+1 3 1+03 +1 1 +02+1 3 1 +C2 +1 3 1 +03+1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 60.825 54.000 80.000 83.000 1 +02 +1 2 1 +C2 +1 2 1 +02+1 2 1 +C2 +1 2 1 +02+1 2 1 +C2+1 2 1 +02+1 3 1 +02 +1 3 1 +02 +1 3 1 +02+1 3 1+02 +1 3 1 +02+1 3 1 +C2+1 3 1 +02+1 3 1 +03 +1 3 1 +02 +1 3 1+02+1 3 1+03+1 3 1 +02 +1 1 +03 +1 3 1 +92+1 1 +C3 +1 3 1 +02+1 3 1 +02+1 1 +03+1 3 3 1 +C2 +1 3 1 +03+1 3 1 +03 +1 3 1+02+1 3 1 +03+1 1 +03+1 3 1 +02 +1 2 1 +02+1 1 +02+1 3 1 +03+1 3 2 1 +02+1 2 1+03+1 1+02 +1 3 1 +C2+1 3 2 1 +02+1 2 1 +03+1 1 +02+1 3 2 1 +02+1 3 1 +02 +1 3 1 +03+1 3 1.02+1 3 1 +02+1 3 1 +03+1 3 1 +02+1 3 1 +02+1 3 1+03+1 1+02+1 3 1+02+1 3 1 +03+1 3 1 +03+1 3 1 +02 +1 3 1 +03 +1 3 1+03+1 3 1 +02+1 3 1 +03+1 3 1 +03+1 4 1 +02+1 3 1 +03+1 3 1 +03+1 4 1 +02+1 3 1 +03+1 3 1 +03+1 4 1 +03+1 3 1 +04 +1 3 1 +C3 +1 4 1 +03+1 3 1 +04+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 2 +C2+2 2 1 +02+1 3 1 +02+1 3 2 +03+2 3 1+02+1 3 1 +02+1 3 2+03+2 3 1 +03+1 3 1 +C2 +1 3 2+C3+2 3 1+03+1 3 1 +02+1 3 2+03 +2 3 1+03+1 4 1 +02.1 3 2+03+2 3 1 +03+1 4 1 +02 +1 3 2+03+2 3 1+03+1 4 1 +02+1 3 2+04 +2 4 1 +03+1 4 1 +03+1 3 2+04+2 4 1 +03+1 4 66.000 x 38.375 48.000 50.625 54.000 80.000 63.000 2 +C2 +2 3 1 +03+1 1 +02+1 3 2 +C4 +2 4 1 +03+1 4 1 +03 +1 3 2 +04 +2 2 2+02+2 3 2 +C2 +2 3 1 +02+1 2 2+02 +2 4 1 +C2 +1 3 2 +03+2 2+02 +2 4 1 +C2+1 2+02 +2 2+03+2 3 3 2 +03+2 4 2 +03+2 4 1 +02 +1 1+02+1 2 +03+2 2+03+2 3 4 2+03+2 2+03+2 4 1 +02+1 3 4 1 +C2 +1 3 2+03+2 2+03+2 3 4 2 +03+2 4 1+03 +1 3 2+04 +2 4 2+03+2 4 1+03+1 3 2+04 +2 4 1+03+1 4 1+03+1 3 2 +C4 +2 4 2+03+2 4 1 +03+1 3 2 +04+2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 *Nadir Das r.4 7l11 F.IC cam Ora dram 4M&D7 NO CHANGE THE MEET 2 +02+2 3 2 +02+2 2 2 +02+2 3 2 +02 +2 3 2+C2 +2 2 2+02+2 3 2 +03+2 2+C3+2 4 4 2+02+2 3 2 +03+2 4 2 +03+2 4 2+02 +2 3 2+93+2 4 2 +C2 +2 3 2 +03+2 4 2 +C3 +2 4 2 +02 +2 3 2+03+2 4 2 +03+2 2 +03+2 3 2 +C4 +2 4 2+03+2 4 2 +03+2 3 2 +04+2 4 2 +03+2 4 2 +03+2 4 1 +03+1 1 +03+1 3 2+04+2 4 2+03+2 5 2+03+2 3 2+04 +2 4 3 2 +04+2 4 2+04 +2 5 2+03+2 4 2+04 +2 5 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2.1/4" 51.00 SS4 CRETE -FLEX 3.412 STEEL SCREWS (G6) 2. GLASS TYPES: A. 8/18" LAMI - (118" A,.090, 118" A) 8.5(18" LAMI - (118" A,.080,1/8" HS) C. 5/18" LAMI - (1/8"1-18,.090, Ur HS) D. 7/18" LAMI - (3/18"A,.090, 3/18" A) E. 7/18" LAMI - (3/18"A,,090, 3/16" HS) F. 7/18" LAMI - (3118" H3,.090, 3/18" HS) 6.13/16" LAMI 13- vr OR 3/18°A (MIN.), 6/18" OR 318° SPACE, 6/16" LAMI - (1/8"A,.080, 1/8" A) H. 13/18" LAMI 10 -1/8" OR 3118°A (MIN.), 6/16" OR 3/8" SPACE, 6(18" LAMI - (1/8"A „090,1/8° HS) I. 13/18° LAM* -1/8" OR 3/16"A (MIN.), 6(18" OR 3/8" SPACE, 8/18" LAMI -(1/8" HS „090,1/8" H8) J. 13/18" 1./541 1G - 1/8" OR 3/18" A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/18" A„090, 3/18° A) K. 13/18" LAMI 10 - 1/8" OR 3/16° A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A,.090, 3/18" H8) L 13118" LAMI 10.1/8" OR 3/18"A ( MIN.), 3/18" OR 114° SPACE, 7/18° LAMI - (3/18" HS,.090, 3118" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX 0.0. TABLE KEY: FOR INSTALLATION IN THE I4VHZ ABOVE 30 FT, GLASS TYPES O- L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 1 9 REF. I ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.G ANCHOR SPACING) 83/4 "MAX -0-11-0.-7 MIN. MTG. RAIL EXAMPLE CLUSTER W/ Q1Y. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9" REF. I 8314 "MAX =1.0-1 1/2" TYP. F+-3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Ralskew 0 0 ADDED 10 CAP TO BE 7SVPERED BE 7EMP +8017N07E CHQ SABL E # TO 8, a 8EL EOT' VALVES DUE TO ANCHOR MAW 10701ECNNO+.00Y OPoVE NOKOM8 P4 342T6 P.O. SOX 1823 NOKOMIS, 8.34274 Ed::I: ANCHORAGE SPACING, OX AND X0 WINDOWS !�'�))��yy� Better I 1 A. LYNN lla.. P.E. P.EA 68705 LA IL HORIZONTAL ROLLER WINDOW, IMPACT labolle* ee,rt larriattla HMO NTS 10 d 11 412710 E PRODUCT AWL= Drb>t+wB414ePlolide &whinge No Daft vi-,* MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1314° MIN E.D. TYP. 2x WOOD BUCK, NOTE 3 i r NOTE 1 CONCRETE ANCHOR, NOTE 1 DETAIL A 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 !4° MAX. --► SHIM WOOD ANCHOR, NOTE 2 3/8° MIN. 2x WOOD BUCK, NOTE 3 CONCRETE ANCHOR. NOTE 1 DETAIL E 1/4" MAX. SHIM -1 CONCRETE ANCHOR, NOTE 1 b 1 1/4° MIN. LI' {1.8 KSI U} PER NOTE 1 (3.4 KSI CONCRETE) 1x WOOD BUCK, NOTE 3 NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 13/8° MIN. OR 114° SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4" 8S4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T8 AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. .._.1. ► ° 1314° E J INTERIORt • 4 MIN. E.D (H & SILL DETAILS A, B, 0, D. & H) -r INTERIOR DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS o ° • 1314 °MIN. MIN. 3.4 KS E.D. TYP. CONCRETE DETAIL C Ru.ear moo J.J. 10M7H1 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS ON FJ6 8/20/11 • 4/15/07 Dew F.K. 2128/08 Rald6m E NO CHANGE mHI8 8HEET SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 6° O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Witmer b 0 NOCH/ METi8SSHEET Olooladilt Data 10701SOHNOLOGY DRIVE NOKOM S, PL 3427a P.O SOX 13 NOKOMIS, PL34274 ANCHORAGE DETAILS 7!" ALUM. HORIZONTAL ROLLER WINDOW IMPACT ikeiradet am„ a.t HR710 Half 11 a 11 4127-10 E 6445r e.: -rove, WINDOWS / DOORS BPACINO MI i O.C. PASTIROM TYPBA= BAR WS • N MARTIiIRS CUPImAR Ld T 1}a ■1 ri t . 1 1/- a �. E9711 !d'. 111111111111111111111111. 11111111111111111111111 carkiwrautriaMATIMMIEATINERIrrmnitzes 1 ff C l�Filf l _ . tot. MOM - e.G 21 KM 111111111111111111111111111111111111111111111111111111111111111111M1111111111111111111111 MI 4 r i2T l 1T t _ i WM� M WIV ❑ =ten Rarill191aMIY Intrillilli M 15 D /Fi� X04 tF� 117111111111111111111111111111111 0.0 ,.�'r IPII11rl��i71i►%� ■ _ stai11'ir►`�amoii FIZIFIVISIZEI MIMI MST "Iiti Win Ma In MUM n , .,,,t .. �►r AND ALL ,. AP..' �.. 9•� "• A FOAM SKILL BE S H- . , ••• A MINIMUM OF TWO INSPECTIONS MAY BE REQUIRED (711) FRAMING • DURING THE INSTALLATION OF CONCEALED FASTENERS (2nd) FINAL • AFTER ALL NCO WS /,C� 434' / �Q,•oy��NSs' ° / %S� So 42 eoicluCY /.S ISO efr A' as meows r DOORS s cSD Nh pis s r iIoo. 1.= , "IIIIIIIIIIIIIIMIMMIMIIIMllMU"le S PROMO i Nan WOOD MIMI 111E3111111 al WM. rei, EllrilMIIM2 alfeli NM .. MI ,tar, M 0111.11111INININININ MUM MN NEI INN MN NM INIIiiall NO NUM INNIN NININ NIIIIIIII NM NIIIIIIIIMININ INN INN NUM IN NM. 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